·專(zhuān)家論壇·

論跨江越海建設(shè)隧道的技術(shù)優(yōu)勢(shì)與問(wèn)題………………………………………………………… 孫 鈞(5期－337)

隧道穩(wěn)定性分析與設(shè)計(jì)方法講座之一:隧道圍巖壓力理論進(jìn)展與破壞機(jī)制研究……………………………………………………………………………………… 鄭穎人，王永甫(6期－423)

隧道穩(wěn)定性分析與設(shè)計(jì)方法講座之二:隧道圍巖穩(wěn)定性分析及其判據(jù) …………… 鄭穎人，叢 宇(7期－531)

隧道穩(wěn)定性分析與設(shè)計(jì)方法講座之三:隧道設(shè)計(jì)理念與方法 ………… 鄭穎人，阿比爾的，向鈺周(8期－619)

隧道與地下空間抗震防災(zāi)的若干思考…………………………………………………………… 楊林德(9期－707)

·工程概述·

北京地鐵8號(hào)線(xiàn)二期南段工程設(shè)計(jì)與施工 …………………………………………………… 李 立(12期－983)

·研究與探索·

瓊州海峽隧道盾構(gòu)對(duì)接凍土帷幕受力狀態(tài)力學(xué)分析 ………………………… 胡向東，王金泰，曹明亮(1期－1)

盾構(gòu)穿越富水大粒徑漂石地層施工技術(shù)研究 ……………………… 李乾斌，李文峰，陳 崎，唐 虎(1期－9)

施工過(guò)程對(duì)軟弱圍巖隧道空間效應(yīng)的影響分析 ……………………………………… 樂(lè) 靜，楊朝帥(1期－17)

淺埋暗挖隧道零距離下穿既有地鐵車(chē)站施工方案優(yōu)化研究 …………………………………… 于 軍(1期－22)

低應(yīng)變反射波法水平旋噴樁質(zhì)量評(píng)定研究 ………………………………… 白中坤，于少輝，楊朝帥(1期－27)

組合后驗(yàn)方差檢驗(yàn)法在地鐵隧道變形監(jiān)測(cè)中的應(yīng)用研究 ………… 陳喜鳳，黃 騰，劉 嶺，韓 易(1期－33)

TBM施工風(fēng)險(xiǎn)與應(yīng)對(duì)措施 ……………………………………………………………… 陳 饋，馮歡歡(2期－91)

數(shù)字化隧道三維建模分析 ………………………………… 宋 儀，郭年根，李俊波，李鳳蓉，萬(wàn)和平(2期－98)

地鐵運(yùn)行振動(dòng)對(duì)臨近地下工程施工安全影響的研究分析 …………………………… 李曉霖，陶連金(2期－103)

一種基于布里淵光時(shí)域反射的土質(zhì)隧道分布式光纖傳感應(yīng)用技術(shù)………………………………………………………………… 王 菀，干昆蓉，施 斌，張 丹(2期－110)

木寨嶺隧道地應(yīng)力特征及對(duì)隧道變形影響的研究…………………………………… 張文新，張建國(guó)，唐紹武，劉志強(qiáng)，蔣永強(qiáng)，高 攀，李沿宗(2期－116)

大直徑水底盾構(gòu)隧道不良地質(zhì)段及疑似溶洞探測(cè)技術(shù)的應(yīng)用 ……………………… 宋明福，劉宏岳(2期－122)

TBM通過(guò)時(shí)地鐵車(chē)站中板結(jié)構(gòu)安全措施研究 ………………………………………………… 田皓文(2期－129)

蘭渝高速鐵路砂質(zhì)圍巖隧道初期支護(hù)結(jié)構(gòu)安全度研究 ………… 朱得華，梁 斌，于少輝，楊朝帥(2期－135)

考慮圍護(hù)結(jié)構(gòu)隔水作用的基坑涌水量計(jì)算 …………… 劉慶方，劉繼強(qiáng)，譚佩蓮，李元海，林志斌(2期－142)

南京緯三路過(guò)江通道工程技術(shù)難點(diǎn)分析………………………………………………………… 張士龍(2期－147)

大斷面黃土隧道施工工法研究 ……………………………………………… 石 磊，侯小軍，武進(jìn)廣(3期－173)

基于Android平臺(tái)的遠(yuǎn)程溫度監(jiān)測(cè)系統(tǒng)客戶(hù)端設(shè)計(jì) ……………………… 趙軍喜，茍紅松，楊立新(3期－179)

閩西南某隧道高地應(yīng)力特征及隧道巖爆預(yù)測(cè)研究 ……………………………………………… 張建忠(3期－183)

蓋挖換乘站換乘節(jié)點(diǎn)樁柱預(yù)留設(shè)計(jì)及施工技術(shù)研究 ………………………………… 楊世東，劉慶方(3期－190)

三維激光掃描技術(shù)與數(shù)碼影像地質(zhì)編錄系統(tǒng)隧道圍巖信息采集應(yīng)用對(duì)比研究………………………………………………………………… 宋 妍，王曉琳，李 洋，李 銳(3期－197)

隧道涌水段不良地質(zhì)探測(cè)及圍巖變形規(guī)律研究 …………………………… 方建華，甘鵬路，林廷松(3期－203)

卸荷下老黏土的靜力特性試驗(yàn)研究…………………………………… 陳 聰，鄭新定，劉召剛，簡(jiǎn)琦薇，周 健，陶文濤，侯云亮(3期－209)

綠色環(huán)保經(jīng)濟(jì)發(fā)展與隧道掘進(jìn)機(jī)再制造探析…………………………………………………… 康寶生(4期－259)

地表水文監(jiān)測(cè)在巖溶隧道施工中的應(yīng)用 ……………………………………………… 周 坤，方俊波(4期－266)

平行導(dǎo)坑超前多作業(yè)面平行施工通風(fēng)節(jié)能技術(shù)研究 …………………………………………… 趙軍喜(4期－272)

一種盾尾密封油脂的配方研究與性能表征……………………………………………………… 王德乾(4期－277)

混凝土噴射臺(tái)車(chē)工作臂逆向運(yùn)動(dòng)學(xué)研究 ……………………………………………… 韓 勇，管會(huì)生(4期－281)

公路沉管隧道的發(fā)展及其關(guān)鍵技術(shù)…………………………………………………… 張志剛，劉洪洲(5期－343)

大直徑泥水盾構(gòu)施工對(duì)軟土地層的沉降影響研究 ………………………… 朱建明，程海峰，江 強(qiáng)(5期－348)

武漢首例矩形頂管地鐵出入口施工監(jiān)測(cè)及數(shù)值模擬分析…………………………………………… 陳 聰，鄭新定，陳揚(yáng)勛，王 超，鐘世華，賀 斌(5期－354)

砂卵石地層下復(fù)合錨桿樁對(duì)保護(hù)橋樁的作用分析 ……………………………………………… 王東清(5期－362)

盾構(gòu)隧道管片內(nèi)力參數(shù)化計(jì)算Abaqus二次開(kāi)發(fā) ……… 李 怡，宮汝環(huán)，唐偉樵，齊 軒，王永桓(5期－368)

成渝客專(zhuān)新中梁山隧道上穿施工對(duì)既有襄渝鐵路中梁山隧道的影響分析…………………………………………………………………………… 劉志強(qiáng)，王 斌，邢曉飛(5期－373)

小凈距空間交叉隧道臺(tái)階法施工安全性研究 ……………………………… 杜立兵，嚴(yán)松宏，蔡白潔(5期－378)

深埋連拱隧道荷載計(jì)算方法的探討 ………………………………………… 黎敬俊，丁文其，魏新欣(5期－383)

貴廣鐵路雙線(xiàn)隧道鉆爆法施工機(jī)械化配套及適用性分析 …………………………… 徐穩(wěn)超，湯憲高(6期－431)

隧道掘進(jìn)機(jī)滾刀巖機(jī)作用實(shí)驗(yàn)臺(tái)的研制 …………………………………… 陳啟偉，李鳳遠(yuǎn)，韓偉鋒(6期－437)

隧道掘進(jìn)機(jī)技術(shù)的發(fā)展和研究現(xiàn)狀……………………………………………………………… 彭 琦(6期－443)

山城軌道交通隧道下穿鐵路施工措施研究 …………………………………………… 鄭鵬武，萬(wàn) 飛(6期－449)

莞惠城際鐵路隧道安全風(fēng)險(xiǎn)管理研究…………………………………………………………… 劉 濤(6期－456)

基于蟻群算法的地鐵隧道沉降預(yù)測(cè)研究 …………………………………… 陳喜鳳，劉 嶺，黃 騰(6期－462)

預(yù)埋件施工技術(shù)及鋅鎳滲層防腐技術(shù)在地鐵工程中的應(yīng)用探討——延長(zhǎng)工程壽命降低維護(hù)運(yùn)營(yíng)成本………………………………………………………………………………………………… 劉卡丁(7期－537)

深基坑工程風(fēng)險(xiǎn)防控技術(shù)探討…………………………………………………………………… 朱雁飛(7期－545)

深圳地鐵9號(hào)線(xiàn)工程風(fēng)險(xiǎn)防控研究……………………………………………………………… 趙德剛(7期－552)

考慮流固耦合效應(yīng)的基坑開(kāi)挖施工對(duì)地鐵隧道結(jié)構(gòu)影響分析 …………… 彭 琦，王建新，劉建國(guó)(7期－557)

地鐵隧道穿越南水北調(diào)干渠施工影響分析 ………………………………… 楊 喜，鄒 琦，王 慶(7期－562)

非均勻注漿盾構(gòu)隧道管片縱縫錯(cuò)臺(tái)量三維有限元分析 ……………………………… 許倩倩，王 媛(7期－567)

盾構(gòu)法施工超高水壓換刀技術(shù)研究……………………………………………………………… 陳 饋(8期－626)

錦屏一級(jí)水電站地下廠房圍巖破壞影響因素分析與施工技術(shù)研究 ……… 馬 嵐，段汝健，張開(kāi)雄(8期－633)

不同病害情況下盾構(gòu)隧道環(huán)向剛度的計(jì)算方法 …………………………… 李春良，王 勇，王 旭(8期－645)

關(guān)于廣州地鐵隧道空氣動(dòng)力學(xué)效應(yīng)緩解措施的研究 …………………………………………… 林世生(8期－650)

蘭渝鐵路胡麻嶺隧道第三系弱成砂巖蠕變特性試驗(yàn)研究 ……………………………………… 陳德彪(8期－659)

軟巖大變形隧道二次襯砌混凝土回填量控制研究 ……………………………………………… 姬延波(8期－664)

襯砌混凝土控裂施工的溫濕度測(cè)試分析 ………………………… 易自硯，劉興平，白 雪，田玉奎(8期－668)

不同地層盾構(gòu)泥砂對(duì)制備同步注漿材料性能影響研究…………………………………………… 林文書(shū)，王紅喜，彭碧輝，許 可，王 彪，丁慶軍(9期－715)

考慮人為因素的盾構(gòu)隧道風(fēng)險(xiǎn)分析和控制模型研究 ……………………… 鄭新定，王紅衛(wèi)，周 健(9期－720)

層次權(quán)重決策分析法在淺埋隧道開(kāi)挖方法選擇中的應(yīng)用 ……… 李寶平，高詩(shī)明，王 睿，秦 威(9期－726)

獅子洋隧道盾構(gòu)對(duì)接方案的模糊判斷法……………………………………………… 王連山，奚正平(9期－731)

高地應(yīng)力條件下深埋隧道開(kāi)挖方式數(shù)值優(yōu)選及工程應(yīng)用 ………………… 楊彥亮，李錫波，毛洪錄(9期－735)

雙護(hù)盾TBM掘進(jìn)施工管片內(nèi)表面裂縫成因分析 ……………………………………………… 桑文才(9期－741)

地鐵車(chē)站縱梁內(nèi)力研究…………………………………………………………………………… 楊 海(9期－746)

工程保險(xiǎn)在大型鐵路項(xiàng)目施工風(fēng)險(xiǎn)管理中的應(yīng)用探討 ………………………………………… 夏潤(rùn)禾(9期－751)

生產(chǎn)信息三維管理系統(tǒng)研發(fā)應(yīng)用初步探討 …………………………………………… 李志軍，趙康林(9期－757)

中國(guó)盾構(gòu)技術(shù)的創(chuàng)新與突破 ……………………………………………… 洪開(kāi)榮，陳 饋，馮歡歡(10期－801)

高地?zé)岘h(huán)境隧道襯砌結(jié)構(gòu)受力特征模型試驗(yàn)研究…………………………………………… 王玉鎖，楊 超，葉躍忠，唐建輝，陳 龍，曾宏飛(10期－809)

對(duì)臺(tái)灣海峽隧道通行方式與施工方案的探討 …………………………… 張克強(qiáng)，趙阿麗，楊 浩(10期－815)

超前大鉆孔應(yīng)力釋放方法在高地應(yīng)力軟巖隧道中的應(yīng)用效果分析 …… 高 攀，張文新，鄒 翀(10期－820)

滾刀巖機(jī)作用綜合實(shí)驗(yàn)臺(tái)液壓系統(tǒng)設(shè)計(jì) …………………………… 韓偉鋒，周建軍，Nicolas Zober(10期－826)

高速鐵路隧道接觸網(wǎng)下錨段關(guān)節(jié)處襯砌補(bǔ)強(qiáng)設(shè)計(jì)與受力分析 ……………………………… 趙立財(cái)(10期－830)

巖溶隧道與下部溶洞間安全距離預(yù)測(cè)模型研究 …………………………………… 朱浩博，喬春生(10期－836)

影響漢口地區(qū)地鐵聯(lián)絡(luò)通道施工的地質(zhì)風(fēng)險(xiǎn)探討 ………………………………… 李慶禹，李慎奎(10期－841)

基于D－P系列屈服準(zhǔn)則的隧道開(kāi)挖效應(yīng)研究 ……………………………………… 魯 穩(wěn)，潘衛(wèi)東(10期－847)

基于強(qiáng)度折減法的土質(zhì)邊坡穩(wěn)定性影響因素分析 ……………… 李志佳，張頂立，房 倩，李 淑(10期－854)

長(zhǎng)沙南湖路湘江隧道設(shè)計(jì)－施工總承包案例研究 …………………………………………… 康召澤(10期－860)

杭州鐵路東站西廣場(chǎng)大基坑開(kāi)挖對(duì)其下地鐵盾構(gòu)隧道的影響與控制 ……………………… 張 迪(11期－897)

基于遺傳—徑向基函數(shù)神經(jīng)網(wǎng)絡(luò)的公路隧道圍巖定級(jí)方法 ………………………………… 周先倉(cāng)(11期－903)

下穿輸水隧道對(duì)北京地鐵五棵松站的影響之?dāng)?shù)值分析 ……………………………………… 李 剛(11期－908)

下穿既有電纜隧道的地鐵暗挖隧道穩(wěn)定性研究 ………………………… 曹 波，劉 波，聶衛(wèi)平(11期－914)

隧底溶洞處理后襯砌的受力分析 ……………………………………………………………… 何翊武(11期－921)

泥水盾構(gòu)泥水分離系統(tǒng)除渣效率對(duì)泥漿的影響 …………………………………… 汪 海，鐘小春(11期－928)

盾構(gòu)隧道橡膠密封墊力學(xué)性能試驗(yàn)及數(shù)值分析 …………………………………………… 歐陽(yáng)文彪(11期－933)

采用不同本構(gòu)模型對(duì)盾構(gòu)施工引起地層位移的數(shù)值模擬研究………………………………………………………………… 侯 偉，韓 煊，王 法，尹宏磊(12期－989)

地質(zhì)3D數(shù)字建模技術(shù)在城市地鐵沿線(xiàn)地質(zhì)條件分析中的應(yīng)用……………………………………………………… 王軍輝，汪小麗，呂彥菲，周宏磊，韓 煊(12期－995)

北京地鐵8號(hào)線(xiàn)盾構(gòu)施工參數(shù)對(duì)古舊平房群沉降規(guī)律的影響分析………………………………………………………………… 王 法，雷崇紅，韓 煊，周宏磊(12期－999)

北京地鐵8號(hào)線(xiàn)盾構(gòu)施工引起周?chē)排f平房振動(dòng)響應(yīng)的數(shù)值模擬研究……………………………………………………………… 王 鑫，韓 煊，周宏磊，雷崇紅(12期－1004)

隧道施工引起不均勻沉降下的砌體結(jié)構(gòu)離散元分析 ………… 李海鵬，王 健，韓 煊，王 法(12期－1010)

·規(guī)劃與設(shè)計(jì)·

青島膠州灣海底隧道總體設(shè)計(jì)與施工 …………………………………………………………… 周書(shū)明(1期－38)

熱力管道大推力固定支架力學(xué)作用機(jī)制及設(shè)計(jì)計(jì)算方法 ……………………………………… 董淑棉(1期－45)

對(duì)拉結(jié)構(gòu)在鄰近深基坑中的應(yīng)用……………………………………………………… 陳海軍，郝國(guó)鵬(3期－215)

隧道洞口設(shè)計(jì)原則探討——施工便道引入對(duì)隧道洞口設(shè)計(jì)的影響 …………………………… 趙柏文(3期－220)

基于行人仿真模擬技術(shù)的與既有地鐵車(chē)站換乘設(shè)計(jì)研究 ……………………………………… 張金偉(4期－287)

地鐵、物業(yè)結(jié)合的應(yīng)用——以武漢地鐵物業(yè)開(kāi)發(fā)為例 ………………………………………… 胡 喆(4期－295)

預(yù)防富水鐵路隧道道床翻漿冒泥病害的設(shè)計(jì)施工措施探討 …………………………………… 翟 可(5期－388)

西安地鐵二號(hào)線(xiàn)鐘樓站通風(fēng)空調(diào)系統(tǒng)設(shè)計(jì) ………………………………… 張 鵬，林 迪，申 健(5期－393)

旅客自動(dòng)輸送系統(tǒng)軌道設(shè)計(jì)要點(diǎn)………………………………………………………………… 羅信偉(6期－469)

膠州灣隧道淺埋分岔段的設(shè)計(jì)及施工關(guān)鍵技術(shù)………………………………………………… 劉 鵬(6期－474)

鐵路隧道小角度斜交下穿公路隧道設(shè)計(jì)探討…………………………………………………… 胖 濤(7期－573)

穿越贛江盾構(gòu)法輸水隧道的設(shè)計(jì)………………………………………………………………… 官林星(7期－579)

巖體質(zhì)量分級(jí)Q系統(tǒng)在某地下儲(chǔ)油洞庫(kù)設(shè)計(jì)中的應(yīng)用 ……………………………… 任文明，胡謀鵬(8期－674)

小平地隧道進(jìn)口危巖落石分析及整治設(shè)計(jì)……………………………………………………… 羅章波(9期－768)

千米深井巷道鋼管混凝土支架支護(hù)技術(shù)應(yīng)用 …………………… 王 軍，陳 鋒，劉國(guó)磊，張西忠(9期－774)

廣州地鐵暹崗站的抗浮計(jì)算分析 ……………………………………………………………… 李廣濤(11期－937)

寶蘭客專(zhuān)渭河隧道1號(hào)豎井設(shè)計(jì) ……………………………………………………………… 吉艷雷(11期－942)

盾構(gòu)近距離下穿既有車(chē)站設(shè)計(jì)難點(diǎn)及對(duì)策 ……………………………… 李 立，徐 騫，伍 建(12期－1015)

中國(guó)美術(shù)館站外掛廳結(jié)構(gòu)蓋挖逆作法設(shè)計(jì)要點(diǎn)探討 …………………… 李 立，袁創(chuàng)輝，伍 建(12期－1022)

北京地鐵8號(hào)線(xiàn)安—安區(qū)間明挖盾構(gòu)始發(fā)井快速提供始發(fā)條件技術(shù)探討………………………………………………………………………… 袁創(chuàng)輝，姜 娜，李 立(12期－1029)

·施工技術(shù)·

水下超大斷面隧道襯砌施工新技術(shù) ……………………………………………………………… 黃靈強(qiáng)(1期－54)

下穿運(yùn)營(yíng)鐵路超淺埋公路隧道設(shè)計(jì)及施工關(guān)鍵技術(shù) …………………………………………… 茍明中(1期－59)

長(zhǎng)大隧道雙塊式無(wú)砟軌道施工測(cè)量 ………………………………………… 牛春霞，呂宏權(quán)，何文浩(1期－65)

小直徑雙護(hù)盾TBM超前化學(xué)灌漿脫困施工技術(shù)………………………………………………… 趙 毅(1期－73)

穿越既有結(jié)構(gòu)車(chē)站圍護(hù)樁成樁綜合施工技術(shù)…………………………………………………… 鄧 珣(2期－151)

地下入巖連續(xù)墻施工技術(shù)研究 …………………………………… 趙康林，王光偉，李志軍，周兆勇(2期－156)

侵入盾構(gòu)隧道基巖地面鉆孔地下爆破預(yù)處理及效果檢驗(yàn)技術(shù) … 丁 銳，路耀邦，黨如姣，李 洋(3期－224)

長(zhǎng)沙營(yíng)盤(pán)路湘江隧道分岔大跨施工技術(shù) …………… 荊永軍，樊 至，歐陽(yáng)剛杰，陳長(zhǎng)強(qiáng)，許玉民(3期－231)

電水平尺自動(dòng)化監(jiān)測(cè)系統(tǒng)在地鐵安全保護(hù)監(jiān)測(cè)中的應(yīng)用 ……………………………………… 趙太東(3期－237)

城市地鐵深基坑施工滲漏水原因分析與預(yù)防 ………………………………………… 趙云非，王曉琳(3期－242)

杭州地鐵1號(hào)線(xiàn)穿越錢(qián)塘江地層沼氣釋放技術(shù)探討 …………… 徐國(guó)慶，岳豐田，王弘琦，張榮輝(3期－247)

山區(qū)高速公路隧道穿越特大型溶洞施工技術(shù) ………………………………………… 薛 成，高亞軍(4期－300)

南水北調(diào)中線(xiàn)穿黃工程二次襯砌預(yù)應(yīng)力環(huán)形張拉施工技術(shù) …………………………………… 蔣元勇(4期－305)

發(fā)耳隧道揭煤防突技術(shù) …………………………………………… 徐文平，宋聚勇，黃長(zhǎng)國(guó)，李秋林(4期－309)

盾構(gòu)到達(dá)突發(fā)涌水處理及水中到達(dá)方案分析…………………………………………………… 于加云(4期－315)

深基坑混凝土支撐拆除新技術(shù) ……………………………………………… 李 俊，雍 毅，潘 鋒(4期－319)

南水北調(diào)中線(xiàn)穿黃隧洞工程的技術(shù)難點(diǎn)分析和對(duì)策 ………………………………… 鄭清君，仲生星(5期－398)

地下拱箱復(fù)合結(jié)構(gòu)隧道明挖順筑法修建關(guān)鍵技術(shù) …………………………………… 周彥軍，劉化寬(5期－407)

暗挖隧道密貼下穿既有線(xiàn)車(chē)站施工關(guān)鍵技術(shù)…………………………………………………… 孫旭東(5期－412)

中天山隧道TBM長(zhǎng)距離施工通風(fēng)方案研究 …………………………………………………… 朵生君(5期－419)

錦屏二級(jí)水電站深埋隧洞施工難點(diǎn)解析 …………………………………… 周垂一，李 軍，嚴(yán) 鵬(6期－481)

大連地鐵興工街站復(fù)合地層超大跨淺埋暗挖施工關(guān)鍵技術(shù) ………………………… 董子龍，隆 衛(wèi)(6期－489)

復(fù)雜環(huán)境下盾構(gòu)近距離穿越地鐵車(chē)站施工技術(shù)………………………………………………… 姜華龍(6期－499)

湘江隧道江心洲豎井上軟下硬地層旋挖成孔關(guān)鍵技術(shù) ………………………………………… 趙全民(6期－510)

緊鄰地鐵隧道深基坑支護(hù)技術(shù)及監(jiān)測(cè)分析 ………………………………… 馮龍飛，楊小平，劉庭金(6期－515)

采用萬(wàn)能桿件懸吊保護(hù)橫穿基坑的φ1.8 m給水管施工技術(shù) ………………………………… 張 軍(6期－521)

單洞雙線(xiàn)高速鐵路隧道Ⅲ級(jí)圍巖仰拱快速施工技術(shù) ………………………………… 李有業(yè)，任國(guó)臣(7期－586)

盾構(gòu)暗挖過(guò)站施工技術(shù)的研究與應(yīng)用 …………………………… 劉恕全，李 江，朱光濤，關(guān)麗娟(7期－591)

膨脹性輝綠巖隧道修建主要工程問(wèn)題及對(duì)策分析 ……………………………………………… 蔡 暉(7期－597)

盾構(gòu)管片模擬拼裝技術(shù)………………………………………………………………… 肖紅軍，楊紅軍(7期－602)

蓋挖逆作法地鐵車(chē)站方形中間樁柱定位技術(shù)…………………………………………………… 趙玉璽(7期－607)

長(zhǎng)大隧道開(kāi)敞式TBM同步襯砌施工技術(shù)應(yīng)用前景及發(fā)展趨勢(shì) ……………………………… 齊夢(mèng)學(xué)(8期－679)

北京地下直徑線(xiàn)大斷面暗挖隧道襯砌施工技術(shù)………………………………………………… 雷宏亮(8期－684)

針梁式全圓模板臺(tái)車(chē)在海底引水隧洞工程襯砌施工中的創(chuàng)新應(yīng)用 ……… 陳啟偉，王亞利，張 建(8期－690)

拉法山隧道斜切式洞門(mén)施工技術(shù)……………………………………………………… 胡永強(qiáng)，豆小天(8期－696)

軟流塑地層盾構(gòu)穿越夾崗過(guò)街涵群樁處理關(guān)鍵技術(shù) ……………………… 彭紅霞，王懷東，高姝妹(9期－779)

小風(fēng)室接力通風(fēng)在引水隧洞斜井進(jìn)主洞施工中的應(yīng)用 ………………………………………… 劉國(guó)平(9期－785)

廣州地鐵廣佛線(xiàn)盾構(gòu)隧道穿越橋梁樁基施工技術(shù) ……………………………………………… 李幸發(fā)(9期－791)

意大利Sparvo隧道超大斷面盾構(gòu)施工關(guān)鍵技術(shù) ……………………………………………… 肖曉春(10期－866)

營(yíng)盤(pán)路湘江隧道水下淺埋大跨段隧道施工工法研究 ………………………………………… 于 勇(10期－874)

中梁山隧道涌水綜合治理技術(shù) ………………………………………………………………… 章方政(10期－883)

北京鐵路地下直徑線(xiàn)泥水盾構(gòu)施工關(guān)鍵技術(shù) ………………………………………………… 何 峰(11期－949)

蘭渝鐵路楊家壩隧道穿越淺埋泥石流溝施工技術(shù) ………………………………… 吳廣明，崔小鵬(11期－956)

富水砂層盾尾密封修復(fù)技術(shù) ………………………………………………………… 周兆勇，龔學(xué)棟(11期－960)

山西大水網(wǎng)隧洞施工危險(xiǎn)源及事故防治 ……………………………………………………… 任夠平(11期－964)

長(zhǎng)距離重疊隧道連續(xù)下穿平瓦房施工技術(shù)…………………………………………………… 付仁鵬(12期－1036)

北京地鐵8號(hào)線(xiàn)鼓樓大街站—什剎海站區(qū)間盾構(gòu)冬季下穿平瓦房區(qū)分體始發(fā)施工技術(shù)……………………………………………………………………………………………… 王 剛(12期－1041)

北京地鐵8號(hào)線(xiàn)鼓—中區(qū)間盾構(gòu)長(zhǎng)距離穿越古建民房群沉降控制技術(shù) ………… 徐 騫，李 立(12期－1048)

地鐵車(chē)站預(yù)留洞口現(xiàn)澆頂板吊模施工技術(shù)…………………………………………………… 陳典華(12期－1054)

北京地鐵8號(hào)線(xiàn)南鑼鼓巷站上下重疊隧道上線(xiàn)盾構(gòu)始發(fā)中板加固技術(shù) …………………… 王 剛(12期－1059)

型鋼排架在盾構(gòu)始發(fā)明挖車(chē)站結(jié)構(gòu)施工中的應(yīng)用 …………………………………………… 熊桂榮(12期－1064)

·施工機(jī)械·

盾構(gòu)刀盤(pán)變形修復(fù)技術(shù)及理念 …………………………………………………………………… 李洪波(1期－78)

LOVAT盾構(gòu)機(jī)主液壓系統(tǒng)改造…………………………………………………………………… 陸豪杰(1期－82)

盾構(gòu)泡沫系統(tǒng)的電氣控制 …………………………………………………… 高 博，寧浩淞，蒲曉波(1期－87)

敞開(kāi)式TBM在重慶軌道交通6號(hào)線(xiàn)的應(yīng)用分析 …………………………………… 張紅耀，劉東亮(2期－160)

基于S7－400H的EPB盾構(gòu)盾尾密封系統(tǒng)軟件設(shè)計(jì) … 張合沛，陳 饋，李鳳遠(yuǎn)，王助鋒，王吉平(2期－165)

盾構(gòu)刀盤(pán)設(shè)計(jì)系統(tǒng)開(kāi)發(fā) ……………………………………………………… 韓偉鋒，李鳳遠(yuǎn)，陳啟偉(2期－169)

TBM主軸承密封系統(tǒng)洞內(nèi)修復(fù) ………………………………………………………………… 賈 峰(3期－252)

雙模式全斷面掘進(jìn)機(jī)探討……………………………………………………………… 張寧川，李 光(4期－323)

從土壓平衡盾構(gòu)設(shè)計(jì)角度對(duì)地表沉降控制的一些思考 ………………………………………… 王杜娟(4期－327)

砂卵石地層氣墊式泥水盾構(gòu)的優(yōu)化 ……………………………… 楊?lèi)?ài)軍，張寧川，王杜娟，曾垂剛(4期－331)

盾構(gòu)管片拼裝模式下推進(jìn)油缸的自動(dòng)控制 ………………………………… 李 馳，劉書(shū)兵，邊 野(6期－526)

TBM掘進(jìn)綜合試驗(yàn)臺(tái)的研制………………………………………………… 卓興建，李普慶，賀 飛(7期－615)

盾構(gòu)閉式液壓系統(tǒng)補(bǔ)油量分析………………………………………………………… 李微先，劉永磊(8期－700)

一種基于砂漿車(chē)(罐)攪拌系統(tǒng)優(yōu)化設(shè)計(jì) ……………………………………………………… 李勝永(8期－704)

工廠內(nèi)盾構(gòu)機(jī)主軸承的拆解檢測(cè)及密封系統(tǒng)靜態(tài)建壓測(cè)試 ………………………………… 孫海波(10期－890)

國(guó)內(nèi)典型砂卵石地層土壓平衡盾構(gòu)設(shè)計(jì)改進(jìn)及應(yīng)用 …………………… 蒲曉波，王模公，吳文彬(11期－971)

土壓平衡盾構(gòu)主驅(qū)動(dòng)密封滑道磨損處理 ……………………………………………………… 繆 楠(11期－977)

·消息·

中鐵隧道股份刷新國(guó)內(nèi)隧道長(zhǎng)距離獨(dú)頭通風(fēng)紀(jì)錄 ……………………………………………………………………………(1期－8)

2012年底，我國(guó)高鐵運(yùn)營(yíng)里程居世界第一………………………………………………………………………………………(1期－8)

國(guó)內(nèi)首條穿越長(zhǎng)江地鐵開(kāi)通1月客流破千萬(wàn)人次 ……………………………………………………………………………(1期－16)

英國(guó)公布新高速鐵路方案 ………………………………………………………………………………………………………(1期－16)

中鐵隧道獲國(guó)家科技進(jìn)步一等獎(jiǎng) ………………………………………………………………………………………………(1期－21)

中鐵隧道一項(xiàng)目獲魯班獎(jiǎng) ………………………………………………………………………………………………………(1期－21)

港珠澳大橋創(chuàng)多個(gè)世界之最 ……………………………………………………………………………………………………(1期－26)

濟(jì)南計(jì)劃投資410億元建軌道交通 ……………………………………………………………………………………………(1期－26)

盾構(gòu)機(jī)壓縮空氣條件下切割焊接技術(shù)通過(guò)鑒定 ………………………………………………………………………………(1期－32)

世界首條地鐵誕生150周年 地鐵塑造今日倫敦 ……………………………………………………………………………(1期－53)

鐵路行業(yè)再起“一池春水”………………………………………………………………………………………………………(1期－53)

世界最大隧道掘進(jìn)機(jī)Bertha將被運(yùn)至西雅圖…………………………………………………………………………………(1期－72)

武漢今年要花160億元修地鐵 9條軌道線(xiàn)同時(shí)建設(shè) ……………………………………………………………(1期－77)

北京站列車(chē)明年“鉆地”直通北京西站 ………………………………………………………………………………………(2期－109)

我國(guó)高原鐵路最長(zhǎng)單線(xiàn)隧道拉日鐵路盆因拉隧道突破9 000 m大關(guān)………………………………………………………(2期－115)

中國(guó)中鐵獲得中國(guó)建筑行業(yè)中最高的國(guó)際信用評(píng)級(jí) ………………………………………………………………………(2期－128)

西雅圖項(xiàng)目隧道超大型EPB盾構(gòu)發(fā)現(xiàn)缺陷 …………………………………………………………………………………(2期－159)

世界最長(zhǎng)高原凍土公路隧道 …………………………………………………………………………………………………(2期－164)

隧道實(shí)驗(yàn):利用水泥來(lái)改善空氣質(zhì)量…………………………………………………………………………………………(2期－172)

2012年全國(guó)28個(gè)城市軌交建設(shè)規(guī)劃投資超9 100億元 ……………………………………………………………………(2期－172)

北京地鐵4年投資超2 200億元………………………………………………………………………………………………(3期－178)

我國(guó)中等城市掀建地鐵潮 全國(guó)投資總額超1.5萬(wàn)億元 …………………………………………………………………(3期－182)

中鐵隧道集團(tuán)三都隧道貫通 …………………………………………………………………………………………………(3期－196)

中緬油氣管道中國(guó)段實(shí)現(xiàn)64座隧道貫通 ……………………………………………………………………………………(3期－202)

北京地鐵成為世界上“最繁忙”的地鐵 千萬(wàn)客流或成常態(tài) ………………………………………………………………(3期－208)

煙臺(tái)大連海底有望跑動(dòng)車(chē) 山東至東北只需30 min………………………………………………………………………(3期－214)

連霍高速烏鞘嶺特長(zhǎng)公路隧道群所有隧道貫通 ……………………………………………………………………………(3期－251)

泰國(guó)將建首條高鐵 欲與中國(guó)萬(wàn)象高鐵相連 ………………………………………………………………………………(3期－258)

泛亞鐵路西線(xiàn)廣昆復(fù)線(xiàn)秀寧隧道貫通 ………………………………………………………………………………………(4期－265)

南京機(jī)場(chǎng)線(xiàn)秣將區(qū)間GPST新工法隧道左線(xiàn)貫通……………………………………………………………………………(4期－265)

高壓環(huán)境下載人維修盾構(gòu)刀盤(pán)技術(shù)在國(guó)內(nèi)成功應(yīng)用 ………………………………………………………………………(4期－271)

我國(guó)最長(zhǎng)高瓦斯隧道蘭渝鐵路梅嶺關(guān)隧道正式貫通 ………………………………………………………………………(4期－271)

上海城建隧道承建的長(zhǎng)江隧道工程獲國(guó)際隧道大獎(jiǎng) ………………………………………………………………………(4期－280)

中鐵隧道集團(tuán)建成國(guó)內(nèi)首條海底盾構(gòu)隧道 …………………………………………………………………………………(4期－286)

世界地鐵之最 …………………………………………………………………………………………………………………(4期－299)

蘭州至新疆有望明年年底通高鐵 ……………………………………………………………………………………………(4期－326)

我國(guó)最長(zhǎng)越江地鐵隧道在南京貫通 …………………………………………………………………………………………(5期－353)

泰國(guó)計(jì)劃明年進(jìn)行高鐵招標(biāo) …………………………………………………………………………………………………(5期－353)

中鐵隧道集團(tuán)在實(shí)踐中進(jìn)步積極完成盾構(gòu)改造 ……………………………………………………………………………(5期－377)

超大直徑盾構(gòu)運(yùn)抵西雅圖 ……………………………………………………………………………………………………(5期－382)

中鐵蘭渝西秦嶺隧道實(shí)施國(guó)內(nèi)直徑最大的TBM掘進(jìn) ………………………………………………………………………(5期－392)

新工具證明暗挖法碳排放量小 ………………………………………………………………………………………………(5期－411)

中鐵隧道集團(tuán)首個(gè)973課題通過(guò)國(guó)家科技部驗(yàn)收 …………………………………………………………………………(5期－418)

上海地鐵 20歲生日快樂(lè) ……………………………………………………………………………………………………(6期－430)

國(guó)外城市排水系統(tǒng)——意大利羅馬:下水道2 500年后仍在使用…………………………………………………………(6期－442)

國(guó)外隧道掘進(jìn)機(jī)生產(chǎn)企業(yè) ……………………………………………………………………………………………………(6期－455)

我國(guó)城市軌道交通運(yùn)營(yíng)總里程達(dá)到2 064 km ………………………………………………………………………………(6期－461)

國(guó)外城市排水系統(tǒng)——馬來(lái)西亞吉隆坡:“聰明隧道”三級(jí)變 ……………………………………………………………(6期－468)

俄緊急情況部:莫斯科地鐵大火起因是電線(xiàn)短路……………………………………………………………………………(6期－473)

國(guó)外城市排水系統(tǒng)——德國(guó)慕尼黑:把雨水存起來(lái)…………………………………………………………………………(6期－480)

中國(guó)首條高原地鐵運(yùn)營(yíng)昆明漸成綜合交通樞紐 ……………………………………………………………………………(6期－488)

國(guó)外城市排水系統(tǒng)——墨西哥城:巨資改造排水系統(tǒng)………………………………………………………………………(6期－498)

國(guó)外城市排水系統(tǒng)——荷蘭鹿特丹:地上“水廣場(chǎng)” ………………………………………………………………………(6期－509)

我國(guó)城市軌道交通已經(jīng)進(jìn)入網(wǎng)絡(luò)化建設(shè)和運(yùn)營(yíng)的跨越式發(fā)展階段 ………………………………………………………(6期－520)

國(guó)外城市排水系統(tǒng)——美國(guó)芝加哥:就地滯洪蓄水…………………………………………………………………………(6期－520)

中國(guó)盾構(gòu)生產(chǎn)企業(yè)越來(lái)越多 …………………………………………………………………………………………………(6期－525)

拉日鐵路盆因拉隧道貫通 系中國(guó)高原鐵路首條萬(wàn)米特長(zhǎng)隧道 …………………………………………………………(6期－529)

中國(guó)首條高等級(jí)重載鐵路隰縣隧道貫通 ……………………………………………………………………………………(7期－536)

地鐵青島北站10月鋪軌道 系國(guó)內(nèi)第三大地鐵站 …………………………………………………………………………(7期－544)

紐約將關(guān)閉連接布魯克林和曼哈頓的地鐵隧道一年 ………………………………………………………………………(7期－551)

青藏鐵路西格二線(xiàn)控制性工程——關(guān)角隧道Ⅰ線(xiàn)貫通 ……………………………………………………………………(7期－578)

英法隧道連接至德國(guó)聯(lián)邦鐵路 ………………………………………………………………………………………………(7期－596)

港珠澳大橋海底沉管隧道首次對(duì)接 …………………………………………………………………………………………(7期－601)

國(guó)內(nèi)首座明挖無(wú)柱拱形地鐵車(chē)站主體封頂 …………………………………………………………………………………(7期－606)

國(guó)家公路網(wǎng)總規(guī)模擴(kuò)大至40.1萬(wàn)km ………………………………………………………………………………………(7期－614)

南京首條過(guò)江地鐵南京地鐵10號(hào)線(xiàn)全線(xiàn)貫通………………………………………………………………………………(7期－618)

鐵路總公司追加今年固定投資100億元，至6 600億元 ……………………………………………………………………(8期－632)

中鐵一局將建設(shè)世界第三長(zhǎng)公路隧道 ………………………………………………………………………………………(8期－632)

我國(guó)擬投資2 600億元建世界最長(zhǎng)海底隧道…………………………………………………………………………………(8期－644)

中國(guó)中鐵隧道集團(tuán)再奪詹天佑大獎(jiǎng) 達(dá)到18項(xiàng) ……………………………………………………………………………(8期－649)

港珠澳大橋安裝沉管隧道最大管節(jié) …………………………………………………………………………………………(8期－658)

北京站至北京西站地下隧道貫通 突破中國(guó)泥水盾構(gòu)施工四大新技術(shù) …………………………………………………(8期－678)

羅賓斯創(chuàng)造硬巖掘進(jìn)速度新記錄 ……………………………………………………………………………………………(8期－683)

烏鞘嶺特長(zhǎng)公路隧道群建成通車(chē) ……………………………………………………………………………………………(8期－703)

中國(guó)土木工程學(xué)會(huì)理事長(zhǎng)郭允沖在第十二屆海峽兩岸隧道與地下工程學(xué)術(shù)及技術(shù)研討會(huì)上的致辭(摘錄) …………(9期－714)

北京地鐵規(guī)劃:到2015年千米之內(nèi)可進(jìn)地鐵 ………………………………………………………………………………(9期－719)

世界最大直徑單管雙層隧道盾構(gòu)掘進(jìn)創(chuàng)新紀(jì)錄 ……………………………………………………………………………(9期－725)

武漢將有10條地鐵隧道穿越長(zhǎng)江 ……………………………………………………………………………………………(9期－730)

地方密集批復(fù)城軌項(xiàng)目至2020年投資達(dá)4萬(wàn)億元 …………………………………………………………………………(9期－740)

能源儲(chǔ)備無(wú)限潛力在“地下”…………………………………………………………………………………………………(9期－745)

廣東未來(lái)3年內(nèi)鐵路營(yíng)業(yè)里程將達(dá)4 445 km ………………………………………………………………………………(9期－756)

世界海底隧道之最 ……………………………………………………………………………………………………………(9期－767)

《盾構(gòu)法施工地鐵隧道中盾構(gòu)機(jī)頂推調(diào)頭法》獲國(guó)家發(fā)明專(zhuān)利 ……………………………………………………………(9期－778)

鐵建重工研制雙模式煤礦斜井TBM通過(guò)驗(yàn)收 ………………………………………………………………………………(9期－778)

全國(guó)首臺(tái)敞胸式盾構(gòu)順利下線(xiàn) ………………………………………………………………………………………………(9期－790)

鄭州地鐵將建成骨架網(wǎng)絡(luò) 6條軌道交通總投資超1 000億元 ……………………………………………………………(9期－790)

北京9條市郊鐵路連接11座新城或通燕郊廊坊 ……………………………………………………………………………(9期－800)

我國(guó)已是世界上公路隧道最多、發(fā)展最快的國(guó)家——中國(guó)公路學(xué)會(huì)隧道工程分會(huì)理事長(zhǎng)蔣樹(shù)屏在2013年全國(guó)公路隧道學(xué)術(shù)

交流會(huì)開(kāi)幕式上的講話(huà)(摘錄)… ……………………………………………………………………………………………(10期－808)

再制造是盾構(gòu)機(jī)下步發(fā)展的重點(diǎn)——訪北京設(shè)備管理協(xié)會(huì)盾構(gòu)機(jī)專(zhuān)委會(huì)秘書(shū)長(zhǎng)阮霞 …………………………………(10期－814)

日本時(shí)速500 km磁懸浮線(xiàn)路規(guī)劃公開(kāi) 86%為隧道 ……………………………………………………………………(10期－819)

新疆第一長(zhǎng)隧中天山隧道貫通 ………………………………………………………………………………………………(10期－829)

我國(guó)第一高溫高濕隧道順利貫通 ……………………………………………………………………………………………(10期－835)

為容納新增人口 新加坡擬建造30層地下城 ……………………………………………………………………………(10期－840)

廣州金融城擬建廣州最大最優(yōu)質(zhì)的地下空間 ………………………………………………………………………………(10期－853)

我國(guó)高速鐵路突破1萬(wàn)km 占世界45%…………………………………………………………………………………(10期－859)

港珠澳大橋島隧工程E4沉管圓滿(mǎn)安裝成功 ………………………………………………………………………………(10期－865)

盾構(gòu)、掘進(jìn)機(jī)技術(shù)在建設(shè)體制和管理方面應(yīng)走專(zhuān)業(yè)化的道路——中國(guó)土木工程學(xué)會(huì)隧道及地下工程分會(huì)理事長(zhǎng)郭陜?cè)圃谒淼?/p>

掘進(jìn)機(jī)(盾構(gòu)、TBM)專(zhuān)業(yè)委員會(huì)第六次學(xué)術(shù)與技術(shù)研討會(huì)(暨新型無(wú)軌TBM推介會(huì))開(kāi)幕式上的發(fā)言(摘錄)… ……(10期－873)

國(guó)務(wù)院:用10年時(shí)間解決城市內(nèi)澇問(wèn)題……………………………………………………………………………………(10期－889)

國(guó)內(nèi)第一套TRD－D工法銑槽攪拌機(jī)研制成功 ……………………………………………………………………………(10期－895)

張承高速承德段風(fēng)積沙隧道建設(shè)填補(bǔ)技術(shù)空白 ……………………………………………………………………………(11期－902)

深層隧道技術(shù)已廣泛應(yīng)用于世界各大城市 …………………………………………………………………………………(11期－907)

中國(guó)鐵路總公司新增9個(gè)項(xiàng)目 年底鐵路投資再掀高潮 …………………………………………………………………(11期－927)

中國(guó)首條跨省地鐵運(yùn)行 昆山到上海1 h最低價(jià)3元 ……………………………………………………………………(11期－927)

我國(guó)首例Ⅳ級(jí)圍巖地質(zhì)隧道銑挖施工成功 …………………………………………………………………………………(11期－932)

地下空間利用新形式:井筒式地下停車(chē)庫(kù) …………………………………………………………………………………(11期－941)

全球?qū)＜揖凼滓?guī)劃:中國(guó)首個(gè)地下40 m深層排水隧道……………………………………………………………………(11期－948)

MJS工法大直徑施工新突破 地下管線(xiàn)保護(hù)事半功倍有新招 ……………………………………………………………(11期－955)

首條橫跨歐亞海底隧道啟用 鐵路貫通倫敦和北京 ………………………………………………………………………(11期－955)

沙媒:投資155億美元的海合會(huì)鐵路網(wǎng)明年將開(kāi)始建設(shè) …………………………………………………………………(11期－959)

澳大利亞預(yù)計(jì)投資1 140億澳元建高鐵 ……………………………………………………………………………………(11期－976)

美國(guó)第一條高速鐵路將動(dòng)工 …………………………………………………………………………………………………(11期－976)

今年底我國(guó)城市軌道交通里程預(yù)計(jì)將達(dá)到2 400 km ………………………………………………………………………(12期－988)

國(guó)內(nèi)內(nèi)河最長(zhǎng)沉管隧道2013年底開(kāi)建 ……………………………………………………………………………………(12期－994)

北京地鐵成為世界上運(yùn)力最大的地鐵 ………………………………………………………………………………………(12期－998)

盾構(gòu)隧道電瓶車(chē)軌枕由“U”型改造為“一”字型 可節(jié)約成本 …………………………………………………………(12期－1035)

我國(guó)自主研發(fā)制造的世界最大矩形盾構(gòu)在鄭州下線(xiàn) ……………………………………………………………………(12期－1040)

“綜合管廊”可提高城市地下空間利用率 …………………………………………………………………………………(12期－1047)

預(yù)計(jì)我國(guó)今年盾構(gòu)機(jī)全年銷(xiāo)量將超120臺(tái) ………………………………………………………………………………(12期－1063)

·廣告目次·

廣告目次 ………………(2期－115，3期－230，4期－280，5期－372，6期－436，7期－556，8期－695，10期－825，12期－1003)

Tunnel Construction ANNUAL CONTENTS(Vol.33，2013)

Expert Forum

Study on Technological Advantages and Problems in Building Tunnels Crossing Rivers and Seas …………………SUN Jun(No.5－337)

Evolution of Rock Mass Pressure Theory and Researches on Tunnel Failure Mechanism …ZHENG Yingren，WANG Yongfu(No.6－423)

Analysis on and Criteria of Stability of Surrounding Rock of Tunnel ……………………………ZHENG Yingren，CONG Yu(No.7－531)

Tunnel Design Idea and Tunnel Design Method …………………………………ZHENG Yingren，ABI Erdi，XIANG Yuzhou(No.8－619)

Recommendations on Seismic Design of Tunnels and Underground Structures ……………………………………YANG Linde(No.9－707)

Project Overview

Design and Construction of Southern Part of Phase II Project of Line 8 of Beijing Metro ………………………………LI Li(No.12－983)

Research

Analysis on Mechanical Behavior of Frozen Soil Umbrella for Shield Junction in Qiongzhou Strait Tunnel……………………………………………………………………………HU Xiangdong，WANG Jintai，CAO Mingliang(No.1－1)

Study on Technologies for Shield Boring in Water-rich Large-diameter Boulder Strata……………………………………………………………………………LI Qianbin，LI Wenfeng，CHEN Qi，TANG Hu(No.1－9)

Analysis on Influence of Construction on Spatial Effect of Tunnel in Weak Rock Mass ……………LE Jing，YANG Chaoshuai(No.1－17)

Study on Construction Scheme Optimization of Shallow-buried Tunnel undercrossing Existing Metro Station with Zero-clearance………………………………………………………………………………………………………………………YU Jun(No.1－22)

Study on Evaluation of Jet Grouting Pile Quality by Low Strain Reflection Wave Method……………………………………………………………………………BAI Zhongkun，YU Shaohui，YANG Chaoshuai(No.1－27)

Application of Combination Variance of Unit Weight Test in Deformation Monitoring of Metro Tunnel…………………………………………………………………………CHEN Xifeng，HUANG Teng，LIU Ling，HAN Yi(No.1－33)

Risks in Tunneling by TBM and Their Countermeasures ………………………………………CHEN Kui，F(xiàn)ENG Huanhuan(No.2－91)

Digital 3D Modeling Analysis on Tunnels …………………SONG Yi，GUO Nian’gen，LI Junbo，LI Fengrong，WAN Heping(No.2－98)

Study on Influence of Vibration Induced by Metro Trains on Construction Safety of Nearby Underground Works…………………………………………………………………………………………………LI Xiaolin，TAO Lianjin(No.2－103)

Application of Distributed Optical Fiber Sensing Technology Based on Brillouin Optical Time Domain Reflectometer in Soil Tunnel……………………………………………………………………WANG Wan，GAN Kunrong，SHI Bin，ZHANG Dan(No.2－110)

Ground Stress Characteristics and Their Influence on Tunnel Deformation:Case Study on Muzhailing Tunnel………ZHANG Wenxin，ZHANG Jianguo，TANG Shaowu，LIU Zhiqiang，JIANG Yongqiang，GAO Pan，LI Yanzong(No.2－116)

Application of Geological Prediction Technologies in Construction of Large-diameter River-crossing Shield-bored Tunnels………………………………………………………………………………………………SONG Mingfu，LIU Hongyue(No.2－122)

Safety Guarantee Measures for Intermediate Floor Slab of Metro Station when TBM Passing …………………TIAN Haowen(No.2－129)

Study on Safety Degree of Primary Support Structure of Tunnel in Sandy Rock Mass on Lanzhou-Chongqing High-speed Railway…………………………………………………………………ZHU Dehua，LIANG Bin，YU Shaohui，YANG Chaoshuai(No.2－135)

Calculation of Water Inflow of Foundation Pits Considering Water Insulation Effect of Retaining Structures……………………………………………………LIU Qingfang，LIU Jiqiang，TAN Peilian，LI Yuanhai，LIN Zhibin(No.2－142)

Analysis on Technical Difficulties in Construction of Yangtze River-crossing Tunnel on Weisan Road in Nanjing……………………………………………………………………………………………………………ZHANG Shilong(No.2－147)

Research on Construction Methods for Large Cross-section Loess Tunnels ……………SHI Lei，HOU Xiaojun，WU Jinguang(No.3－173)

Design of Client Software of Temperature Remote-monitoring System Based on Android Program………………………………………………………………………………ZHAO Junxi，GOU Hongsong，YANG Lixin(No.3－179)

Case Study on High Ground Stress Behavior and Rock Burst Prediction of Tunnels ………………………ZHANG Jianzhong(No.3－183)

Research on Technologies for Design and Construction of Reservation of Piles and Columns of Interchange Nodes of Interchange Stations Con-

structed by Cover-and-cut Method ……………………………………………………………YANG Shidong，LIU Qingfang(No.3－190)

Contrast Research on Application of 3-dimensional Laser Scanning Technology and Digital Imaging Geology Catalog System in Acquisition of Rock Mass Information of Tunnels ……………………………………………SONG Yan，WANG Xiaolin，LI Yang，LI Rui(No.3－197)

Research on Unfavorable Geological Condition Prediction and Rock Mass Deformation In Tunnel Section with Water Inflow……………………………………………………………………………FANG Jianhua，GAN Penglu，LIN Tingsong(No.3－203)

Static and Dynamic Response of Old Clay under Unloading……………CHEN Cong，ZHENG Xinding，LIU Zhaogang，JIAN Qiwei，ZHOU Jian，TAO Wentao，HOU Yunliang(No.3－209)

Analysis on Green，Environment-friendly Economical Development and Remanufacturing of Tunnel Boring Machines(TBMs)……………………………………………………………………………………………………………KANG Baosheng(No.4－259)

Application of Ground Surface Hydrology Monitoring in Construction of Karst Tunnels ……………ZHOU Kun，F(xiàn)ANG Junbo(No.4－266)

Study on Energy-saving Ventilation Technology for Multiple Tunneling Faces with Advance Parallel Gallery………………………………………………………………………………………………………………ZHAO Junxi(No.4－272)

Formulation Research and Property Characterization of a Kind of Shield Tail Sealing Grease …………………WANG Deqian(No.4－277)

Study on Inverse Kinematics of Manipulators of Shotcreting Machines …………………………HAN Yong，GUAN Huisheng(No.4－281)

Development and Key Technologies of Immersed Highway Tunnels ………………………ZHANG Zhigang，LIU Hongzhou(No.5－343)

Study on Soft Ground Settlement Caused by Large Diameter Slurry Shield Boring…………………………………………………………………………ZHU Jianming，CHENG Haifeng，JIANG Qiang(No.5－348)

Construction Monitoring and Numerical Simulation Analysis of the First Metro Entrance/exit Tunnel Constructed by Rectangular Pipe Jacking Method in Wuhan ………………CHEN Cong，ZHENG Xinding，CHEN Yangxun，WANG Chao，ZHONG Shihua，HE Bin(No.5－354)

Analysis on Protection Effect of Composite Bolt Piles on Existing Bridge Piles in Sandy Cobble Ground…………………………………………………………………………………………………………WANG Dongqing(No.5－362)

Abaqus Plugin Development for the Calculation of Shield Tunnel Segments……………………………………………………LI Yi，GONG Ruhuan，TANG Weiqiao，QI Xuan，WANG Yonghuan(No.5－368)

Analysis on Influence on Existing Zhongliangshan Tunnel on Xiangyang-Chongqing Railway Imposed by Construction of Above-crossing New

Zhongliangshan Tunnel on Chengdu-Chongqing Passenger-dedicated Railway…………………………………………………………………………………LIU Zhiqiang，WANG Bin，XING Xiaofei(No.5－373)

Study on Safety of Small-spaced Intersecting Tunnels Constructed by Bench-cut Method…………………………………………………………………………………DU Libing，YAN Songhong，CAI Baijie(No.5－378)

Discussion on Load Calculation Methods of Deep-buried Multi-arch Tunnels …………LI Jingjun，DING Wenqi，WEI Xinxin(No.5－383)

Mechanical Matching for Double-track Railway Tunnels Constructed by Drilling-and-Blasting Method and Analysis on Its Applicability:Case Study on Tunnels on Guiyang-Guangzhou Railway ……………………………………………XU Wenchao，TANG Xiangao(No.6－431)

Development of Experimental System for Rock-breaking Mechanism of TBM Disc Cutters………………………………………………………………………………CHEN Qiwei，LI Fengyuan，HAN Weifeng(No.6－437)

Application，Research and Future of Tunnel Boring Machine Technology …………………………………………PENG Qi(No.6－443)

Study on Construction Technologies for Metro Tunnel Crossing Underneath Existing Railway in Mountainous Urban Area………………………………………………………………………………………………ZHENG Pengwu，WAN Fei(No.6－449)

Study on Risk Management of Tunnels on Dongguan-Huizhou Intercity Railway ……………………………………LIU Tao(No.6－456)

Study on Settlement Prediction of Metro Tunnels Based on Ant Colony Algorithm…………………………………………………………………………………CHEN Xifeng，LIU Ling，HUANG Teng(No.6－462)

Application of Embedded Part Installing Technology and Zinc-nickel Coating Corrosion-proof Technology in Metro Works:Extending Works’

Service Life and Reducing Maintenance and Operation Cost ………………………………………………………LIU Kading(No.7－537)

Countermeasures for Risks in Deep Excavation……………………………………………………………………ZHU Yanfei(No.7－545)

Case Study on Prevention and Control of Risks of Line 9 of Shenzhen Metro …………………………………ZHAO Degang(No.7－552)

Analysis of Influence on Metro Tunnel Structure Caused by Foundation Pit Excavation，Considering Fluid-solid Coupling Effect…………………………………………………………………………………PENG Qi，WANG Jianxin，LIU Jianguo(No.7－557)

Analysis on Influence of Shield Tunneling Crossing Underneath Existing Trunk Canal of South-to-North Water Transfer Project…………………………………………………………………………………………YANG Xi，ZOU Qi，WANG Qing(No.7－562)

3D FEM Analysis on Longitudinal Dislocation of Segments of Shield-bored Tunnels under Non-uniform Grouting Pressure………………………………………………………………………………………………XU Qianqian，WANG Yuan(No.7－567)

Technologies for Replacing Cutting Tools in Shield Tunneling under Ultra-high Water Pressure …………………CHEN Kui(No.8－626)

Analysis on Factors Affecting Failure of Surrounding Rock of Underground Plant of Jinping Stage I Hydropower Station and Researches on Construction Technologies …………………………………………………………MA Lan，DUAN Rujian，ZHANG Kaixiong(No.8－633)

Calculation Methods of Segment Ring Rigidity of Shield-bored Tunnels with Different Diseases…………………………………………………………………………………LI Chunliang，WANG Yong，WANG Xu(No.8－645)

Study on Aerodynamic Effect Mitigation Measures for Guangzhou Metro Tunnels ………………………………LIN Shisheng(No.8－650)

Test Research on Creeps of Tertiary Weak Sandstone:Case Study on Humaling Tunnel on Lanzhou-Chongqing Railway………………………………………………………………………………………………………………CHEN Debiao(No.8－659)

Study on Control of Concrete Backfilling Amount of Secondary Lining of Large-deformation Soft-rock Tunnels……………………………………………………………………………………………………………………JI Yanbo(No.8－664)

Test and Analysis on Temperature and Humidity of Concrete Lining Aimed to Control Lining Cracks…………………………………………………………………………YI Ziyan，LIU Xingping，BAI Xue，TIAN Yukui(No.8－668)

A Study on Producing Synchronous Grouting Materials Using Muck Collected in Shield Tunneling in Different Strata………………………………………LIN Wenshu，WANG Hongxi，PENG Bihui，XU Ke，WANG Biao，DING Qingjun(No.9－715)

Risk Analysis and Control Model for Shield Tunnel Based on Human Factors…………………………………………………………………………ZHENG Xinding，WANG Hongwei，ZHOU Jian(No.9－720)

Application of Analytic Hierarchy Process(AHP)in the Selection of Excavation Methods for Shallow Tunnels………………………………………………………………………LI Baoping，GAO Shiming，WANG Rui，QIN Wei(No.9－726)

Fuzzy Evaluation of the Shield Docking Plan in the Construction of the Shiziyang Tunnel…………………………………………………………………………………………WANG Lianshan，XI Zhengping(No.9－731)

Numerical Optimization on the Selection of Excavation Methods for Deep Tunnels in High Stress Field and its Engineering Application…………………………………………………………………………………YANG Yanliang，LI Xibo，MAO Honglu(No.9－735)

An Analysis on Causes for Cracks on the Inner Surface of Segments of Tunnel Bored by Double Shield Tunnel Boring Machine………………………………………………………………………………………………………………SANG Wencai(No.9－741)

A Study on the Internal Force of the Longitudinal Beams of Metro Stations ………………………………………YANG Hai(No.9－746)

Application of Insurance in the Construction Risk Management of Large-scale Railway Projects …………………XIA Runhe(No.9－751)

The Research，Development and Application of a 3D Production Information Management System…………………………………………………………………………………………………LI Zhijun，ZHAO Kanglin(No.9－757)

The Innovation and Breakthrough of Shield Technology in China …………HONG Kairong，CHEN Kui，F(xiàn)ENG Huanhuan(No.10－801)

Experimental Study on Stress Characteristics of Lining Structures of Tunnels in High Geo-temperature Environment……………………………WANG Yusuo，YANG Chao，YE Yuezhong，TANG Jianhui，CHEN Long，ZENG Hongfei(No.10－809)

A Discussion on the Tunnel Transportation and Construction Methods for the Taiwan Strait-crossing Tunnel………………………………………………………………………………ZHANG Keqiang，ZHAO Ali，YANG Hao(No.10－815)

An Analysis on the Effect of Stress Releasing by Drilling in Advance Large-diameter Boreholes:A Case Study on High Stress Field Soft Rock Tunnel ……………………………………………………………………………GAO Pan，ZHANG Wenxin，ZOU Chong(No.10－820)

Design of Hydraulic System of Comprehensive Rock-cutter Interaction Experiment Platform……………………………………………………………………………HAN Weifeng，ZHOU Jianjun，Nicolas Zober(No.10－826)

Reinforcement Design of and Stress Analysis on High-speed Railway Tunnel Lining at OCS Anchor Overlaps………………………………………………………………………………………………………………ZHAO Licai(No.10－830)

Study on Model to Predict the Safe Distance Between Karst Tunnels and Karst Caves Underneath…………………………………………………………………………………………ZHU Haobo，QIAO Chunsheng(No.10－836)

A Discussion on the Geological Risks Influencing the Construction of Connection Galleries of Metro Works in the Hankou Area……………………………………………………………………………………………………LI Qingyu，LI Shenkui(No.10－841)

A Study on Tunnel Excavation Effect Based on Drucker-Prager Yield Criteria ……………………LU Wen，PAN Weidong(No.10－847)

An Analysis on Factors Influencing Stability of Soil Slope by Strength Reduction Method…………………………………………………………………………LI Zhijia，ZHANG Dingli，F(xiàn)ANG Qian，LI Shu(No.10－854)

A Case Study on the Design and Construction Contract of Xiangjiang River-crossing Tunnel at Nanhu Road in Changsha……………………………………………………………………………………………………………KANG Zhaoze(No.10－860)

Analysis on Behavior of Shield-bored Metro Tunnel Caused by Construction of Large-scale Foundation Pit Located Above:Case Study on

Foundation Pit of West Square Hangzhou East Railway Station …………………………………………………ZHANG Di(No.11－897)

A New Classification Method for Rock Mass of Highway Tunnels Based on Genetic-Radial Basis Function Neural Network…………………………………………………………………………………………………………ZHOU Xiancang(No.11－903)

Numerical Analysis on Influence of Construction of Water Conveyance Tunnels Crossing Underneath Existing Wukesong Metro Station…………………………………………………………………………………………………………………LI Gang(No.11－908)

Study on Stability of Mined Metro Tunnel Crossing Underneath Existing Cable Tunnels …CAO Bo，LIU Bo，NIE Weiping(No.11－914)

Analysis on Lining Stress of Tunnel with Filled Karst Caves under its Floor ………………………………………HE Yiwu(No.11－921)

Study on Influence of Muck Screening Efficiency on Slurry Property in Slag Slurry Shield Tunneling Circulation System Efficiency on the Influence of Mud …………………………………………………………………………………WANG Hai，ZHONG Xiaochun(No.11－928)

Mechanical Test and Numerical Analysis of Elastic Gaskets of Shield Tunnels …………………………OUYANG Wenbiao(No.11－933)

Numerical Simulation of Ground Settlement Induced by Shield Tunneling Using Different Constitutive Models………………………………………………………………………HOU Wei，HAN Xuan，WANG Fa，YIN Honglei(No.12－989)

Application of 3D Geological Digital Modeling Technology in Analysis of Geological Conditions along Urban Metro Lines…………………………………………………WANG Junhui，WANG Xiaoli，LV Yanfei，ZHOU Honglei，HAN Xuan(No.12－995)

Analysis on Influence of Shield Tunneling Parameters on Settlement Pattern of Old Buildings:Case Study on Line 8 of Beijing Metro………………………………………………………………WANG Fa，LEI Chonghong，HAN Xuan，ZHOU Honglei(No.12－999)

Numerical Simulation on Vibration Response of Surrounding Ancient Buildings Induced by Shield Tunneling:Case Study on Line 8 of Beijing Metro ……………………………………………………………WANG Xin，HAN Xuan，ZHOU Honglei，LEI Chonghong(No.12－1004)

Discrete Element Analysis on Masonry Structure under Differential Settlement Induced by Tunnel Construction……………………………………………………………………LI Haipeng，WANG Jian，HAN Xuan，WANG Fa(No.12－1010)

Planning＆Design

Design and Construction of Jiaozhou Bay Subsea Tunnel in Qingdao …………………………………………ZHOU Shuming(No.1－38)

Mechanical Mechanisms and Design Calculation Methods for Fixing Supports of Thermal Pipes under Huge Pushing Forces……………………………………………………………………………………………………………DONG Shumian(No.1－45)

Application of Cross Structures in Neighboring Foundation Pits ………………………………CHEN Haijun，HAO Guopeng(No.3－215)

Discussion on Tunnel Portal Design Principles:Analysis on Relationship Between Access Road Construction and Tunnel Portal Design……………………………………………………………………………………………………………ZHAO Baiwen(No.3－220)

Study on Design of Transfer between New Metro Station and Existing Metro Line Based on Passenger Simulation Technology……………………………………………………………………………………………………………ZHANG Jinwei(No.4－287)

Combination of Metro Works and Property:Case Study on Wuhan Metro ……………………………………………HU Zhe(No.4－295)

Discussion on Countermeasures to Avoid Roadbed Mud Flow in Railway Tunnels in Water-rich Area ………………ZHAI Ke(No.5－388)

Design of Ventilation and Air Conditioning System of Zhonglou Station of Line 2 of Xi’an Metro………………………………………………………………………………………ZHANG Peng，LIN Di，SHEN Jian(No.5－393)

Key Points of Design of Tracks of Automated People Mover System………………………………………………LUO Xinwei(No.6－469)

Key Technologies for Design and Construction of Shallow-covered Forked-section of Jiaozhou Bay Tunnel …………LIU Peng(No.6－474)

Case Study on Design of a Railway Tunnel Crossing Underneath an Existing Highway Tunnel with a Small Angle…………………………………………………………………………………………………………………PANG Tao(No.7－573)

Design of Water-conveying Shield Tunnel Crossing Ganjiang River ……………………………………………GUAN Linxing(No.7－579)

Application of Rock-mass Classification Q System in Design of an Underground Oil-storage Cavern……………………………………………………………………………………………REN Wenming，HU Moupeng(No.8－674)

An Analysis and Design for the Treatment of Rock Falls at the Entrance Portal of Xiaopingdi Tunnel………………………………………………………………………………………………………………LUO Zhangbo(No.9－768)

Application of Concrete-filled Steel Tube Support in the Repairing of 1 000 m-deep Roadway…………………………………………………………………WANG Jun，CHEN Feng，LIU Guolei，ZHANG Xizhong(No.9－774)

Analysis on Anti-floating Calculation of Xiangang Metro Station in Guangzhou …………………………………LI Guangtao(No.11－937)

Design of No.1 Shaft of Weihe Tunnel on Baoji-Lanzhou Passenger-dedicated Railway …………………………JI Yanlei(No.11－942)

Design Difficulties and Countermeasures for Shied Boring Closely Underneath Existing Metro Station………………………………………………………………………………………………LI Li，XU Qian，WU Jian(No.12－1015)

Key Design Points of Out-hung Hall Structure of China Art Gallery Station Constructed by Cut-and-cover Top-down Method……………………………………………………………………………………LI Li，YUAN Chuanghui，WU Jian(No.12－1022)

Optimization of Construction Program of Shield Launching Shaft to Achieve Earlier Shield Launching:Case Study on Shield Launching Shaft

of Anhuaqiao Station-Andelibeijie Station Section of Line 8 of Beijing Metro…………………………………………………………………………………YUAN Chuanghui，JIANG Na，LI Li(No.12－1029)

Construction Technology

New Technology for Construction of Secondary Lining for Under-water Tunnel Sections with Super-large Cross-sections…………………………………………………………………………………………………………HUANG Lingqiang(No.1－54)

Key Technology for Design and Construction of Highway Tunnel Crossing underneath Operating Railway Lines with Small Clearance……………………………………………………………………………………………………………GOU Mingzhong(No.1－59)

Construction Survey for Bi-block Ballastless Track in Long Tunnels ………………NIU Chunxia，LV Hongquan，HE Wenhao(No.1－65)

Technology for Releasing Jammed Small-diameter Telescopic TBM by Means of Advance Chemical Grouting……………………………………………………………………………………………………………………ZHAO Yi(No.1－73)

Comprehensive Construction Technologies for Retaining Piles Penetrating through Existing Structures…………………………………………………………………………………………………………………DENG Xun(No.2－151)

Construction Technology of Diaphragm Walls Inserted into Rocks…………………………………………………………ZHAO Kanglin，WANG Guangwei，LI Zhijun，ZHOU Zhaoyong(No.2－156)

Pretreatment of Bedrock Intruding into Shield Tunneling Scope by means of Blasting Hole Drilling from Ground Surface and Blasting Underground ……………………………………………………………………DING Rui，LU Yaobang，DANG Rujiao，LI Yang(No.3－224)

Construction Technology for Fork Section of Yingpanlu Xiangjiang River Crossing Tunnel in Changsha，China…………………………………………JING Yongjun，F(xiàn)AN Zhi，OUYANG Gangjie，CHEN Changqiang，XU Yumin(No.3－231)

Application of EL Beam Automatic Monitoring System in Safety Protection Monitoring of Metro Works……………………………………………………………………………………………………………ZHAO Taidong(No.3－237)

Cause Analysis on and Prevention of Water Seepages during Construction of Deep Foundation Pits of Metro Works in Urban Areas……………………………………………………………………………………………ZHAO Yunfei，WANG Xiaolin(No.3－242)

Technology for Methane Releasing in Shield Tunneling Through Qiantang River Formation:Case Study on Line 1 of Hangzhou Metro…………………………………………………………XU Guoqing，YUE Fengtian，WANG Hongqi，ZHANG Ronghui(No.3－247)

Construction Technologies for Highway Tunnels Crossing through Extra-large Karst Caves in Mountain areas…………………………………………………………………………………………………XUE Cheng，GAO Yajun(No.4－300)

Technology for Circular Pre-stress Tensioning of Secondary Lining of Tunnels:Case Study on Yellow River-crossing Tunnel on Central Route of South-to-north Water Transfer Project ……………………………………………………………………JIANG Yuanyong(No.4－305)

Case Study on Technologies for Coal and Gas Outburst Prevention in Cutting Through Coal Seams in Fa’er Highway Tunnel……………………………………………………………XU Wenping，SONG Juyong，HUANG Changguo，LI Qiulin(No.4－309)

Coping with Water Gushing in Shield Arrival………………………………………………………………………YU Jiayun(No.4－315)

New Technologies for Dismantling of Concrete Waling of Deep Foundation Pits……………………………………………………………………………………………LI Jun，YONG Yi，PAN Feng(No.4－319)

Analysis on and Countermeasures for Technical Difficulties in Construction of Yellow River Crossing Tunnel on Central Route of South-to-North Water Transfer Project ……………………………………………………………ZHENG Qingjun，ZHONG Shengxing(No.5－398)

Key Construction Technologies for Arch-box Structure of Cut and Cover Tunnel ………………ZHOU Yanjun，LIU Huakuan(No.5－407)

Case Study on Key Construction Technologies for Mined Tunnels Crossing Closely Underneath Existing Metro Station………………………………………………………………………………………………………………SUN Xudong(No.5－412)

Case Study on Long-distance Ventilation of Zhongtianshan Tunnel Driven by TBM ……………………………DUO Shengjun(No.5－419)

Analysis on Difficulties in Construction of Deep-covered Tunnels:Case Study on Tunnels of Jinping II Hydropower Station………………………………………………………………………………………ZHOU Chuiyi，LI Jun，YAN Peng(No.6－481)

Key Construction Technologies for Mined Metro Station Tunnels with Super-large Span and Shallow Cover Located in Complex Ground:Case Study on Xinggong Street Station of Dalian Metro …………………………………………………DONG Zilong，LONG Wei(No.6－489)

Construction Technologies for Shield Boring Crossing Closely Underneath Existing Metro Station under Complex Conditions……………………………………………………………………………………………………………JIANG Hualong(No.6－499)

Key Technologies for Borehole Drilling by Rotary Drilling Machines in Heterogeneous Ground:Case Study on Bored Piles of Vertical Shaft of Xiangjiang River Crossing Tunnel ……………………………………………………………………………ZHAO Quanmin(No.6－510)

Support Technologies for and Monitoring Analysis on Deep Foundation Pit Adjacent to Existing Metro Tunnel……………………………………………………………………………FENG Longfei，YANG Xiaoping，LIU Tingjin(No.6－515)

Suspension Protection of φ1.8 m Water-supply Pipe Crossing Foundation Pit by means of Universal Bars ……ZHANG Jun(No.6－521)

Rapid Construction Technology for Inverts of Double-track High-speed Railway Tunnels in GradeⅢRock Mass…………………………………………………………………………………………………LI Youye，REN Guochen(No.7－586)

Technology for Shield Transferring Mined Station Tunnel …………LIU Shuquan，LI Jiang，ZHU Guangtao，GUAN Lijuan(No.7－591)

Difficulties in Construction of Tunnels in Swelling Diabase and Their Countermeasures ……………………………CAI Hui(No.7－597)

Technology for Simulated Segment Assembly …………………………………………………XIAO Hongjun，YANG Hongjun(No.7－602)

Positioning Technology for Square Intermediate Piles of Metro Stations Constructed by Cut-and-cover Top-down Method…………………………………………………………………………………………………………………ZHAO Yuxi(No.7－607)

Application Prospect and Developing Trend of Synchronous Lining Construction Technology for Long Tunnels Constructed by Open TBMs…………………………………………………………………………………………………………………QI Mengxue(No.8－679)

Lining Technology for Large Cross-section Tunnel Constructed by Mining Method in Urban Area:Case Study on Underground Tunnel Connecting Beijing Railway Station and Beijing West Railway Station ……………………………………………LEI Hongliang(No.8－684)

Innovative Application of Needle-beam Full-circular Formwork Jumbos in Construction of Lining of Sub-sea Water-diversion Tunnel…………………………………………………………………………………CHEN Qiwei，WANG Yali，ZHANG Jian(No.8－690)

Construction Technology for Bamboo-truncated Portal of Lafashan Tunnel ……………………HU Yongqiang，DOU Xiaotian(No.8－696)

Key Technologies for Shield Machine Passing through Piles under Box Culvert in Soft Fluid-plastic Strata…………………………………………………………………………PENG Hongxia，WANG Huaidong，GAO Shumei(No.9－779)

An Application of Relay Ventilation in the Construction of a Water-conveyance Tunnel ………………………LIU Guoping(No.9－785)

A Case Study on How to Deal with Existing Bridge Piles in Shield Tunneling ……………………………………LI Xingfa(No.9－791)

Key Construction Technologies Used for the Large Cross-section Shield-bored Tunnel:A Case Study on Sparvo Tunnel in Italy…………………………………………………………………………………………………………XIAO Xiaochun(No.10－866)

A Study on Construction Technologies for the Shallow，Large-span and Underwater Section of Xiangjiang River Crossing Tunnel at Yingpan Road …………………………………………………………………………………………………………………YU Yong(No.10－874)

Comprehensive Treatment for Water Inflow in Construction of Zhongliangshan Tunnel …………………ZHANG Fangzheng(No.10－883)

Key Technologies of Slurry Shield Tunneling in Beijing Railway Underground Diameter Line ……………………HE Feng(No.11－949)

Construction Technology for Double-track Railway Tunnel Passing underneath Debris Flow Gully with Shallow Cover:Case Study on Yangjia

ba Tunnel on Lanzhou-Chongqing Railway …………………………………………………WU Guangming，CUI Xiaopeng(No.11－956)

Case Study on Tail Seal Repairing in Water-rich Sandy Strata …………………………ZHOU Zhaoyong，GONG Xuedong(No.11－960)

Hazard and Accident Prevention in Construction of Tunnels in Shanxi Great Water Supply Network Projects……………………………………………………………………………………………………………REN Gouping(No.11－964)

Construction Technologies for Long-distance Boring of Stacked Tunnel underneath Buildings …………………FU Renpeng(No.12－1036)

Separate Launching of Shield to Bore underneath Sensitive Buildings in Winter:Case Study on Shield Launching for Guloudajie Station-Shichahai Station Section on Line 8 of Beijing Metro ………………………………………………………………WANG Gang(No.12－1041)

Settlement Control Technologies for Long-distance Shield Boring Underneath Old Residual Building Groups:Case Study on Guloudajie Sta

tion-China Art Gallery Station Section of Line 8 of Beijing Metro …………………………………………XU Qian，LI Li(No.12－1048)

Construction of Roof Slab of Reserved Opening of Metro Station by Suspended Formwork Technology…………………………………………………………………………………………………………CHEN Dianhua(No.12－1054)

Consolidation of Intermediate Slab of Metro Station to Ensure Successful Construction of Stacked Tunnel:Case Study on Nanluoguxiang Station of Line 8 of Beijing Metro …………………………………………………………………………………WANG Gang(No.12－1059)

Application of Steel Frame in Metro Station Constructed by Cut-and-cover Method:So as to Achieve Earlier Shield Launching…………………………………………………………………………………………………………XIONG Guirong(No.12－1064)

Construction Machinary

Repairing of Deformed Cutterhead of Shield Machine ………………………………………………………………LI Hongbo(No.1－78)

Reform of Main Hydraulic System of Lovat Shield Machines …………………………………………………………LU Haojie(No.1－82)

Electrical Control of Foam System of Shield Machines …………………………………GAO Bo，NING Haosong，PU Xiaobo(No.1－87)

Analysis on Application of Open TBM in No.6 Line of Chongqing MRT Project…………………………………………………………………………………………ZHANG Hongyao，LIU Dongliang(No.2－160)

Design of Tail Sealing System Software of EPB Shield based on S7－400H………………………………………………ZHANG Hepei，CHEN Kui，LI Fengyuan，WANG Zhufeng，WANG Jiping(No.2－165)

Development of Design System of Cutter Head of Shield Machine ………………HAN Weifeng，LI Fengyuan，CHEN Qiwei(No.2－169)

Repairing of Seal System of Main Bearing of TBM in Tunnel………………………………………………………JIA Feng(No.3－252)

Discussion on Dual-mode Full-face Tunnel Boring Machines …………………………………ZHANG Ningchuan，LI Guang(No.4－323)

How to Control Ground Surface Settlement:from an EPB Shield Designer’s View ……………………………WANG Dujuan(No.4－327)

Optimization of Air-cushion-type Slurry Shield to Cope with Sandy Cobble Strata……………………………………………………YANG Aijun，ZHANG Ningchuan，WANG Dujuan，ZENG Chuigang(No.4－331)

Automatic Control of Thrust Cylinders of Shield Machines under Segment Erection Mode……………………………………………………………………………………………LI Chi，LIU Shubing，BIAN Ye(No.6－526)

Development of TBM Boring Test Bench ………………………………………………ZHUO Xingjian，LI Puqing，HE Fei(No.7－615)

Analysis on Oil Charging Quantity for Closed Hydraulic System of Shield …………………………LI Weixian，LIU Yonglei(No.8－700)

Optimized Design of Mixing System of Mortar Mixer……………………………………………………………LI Shengyong(No.8－704)

Dismantling and Inspection of Main Bearing of Shield in Factory and Static Pressure Test of the Sealing System of the Main Bearing………………………………………………………………………………………………………………SUN Haibo(No.10－890)

Optimized Design and Application of EPB Shields for Typical Sandy Cobble Ground in China………………………………………………………………………………PU Xiaobo，WANG Mogong，WU Wenbin(No.11－971)

Treatment Measures for Wearing of Main Drive Sealing Slide of EPB Shield ……………………………………MIAO Nan(No.11－977)