《隧道建设》第33卷(2013年)总目次
2013-08-15
·专家论坛·
论跨江越海建设隧道的技术优势与问题………………………………………………………… 孙 钧(5期－337)
隧道稳定性分析与设计方法讲座之一:隧道围岩压力理论进展与破坏机制研究……………………………………………………………………………………… 郑颖人，王永甫(6期－423)
隧道稳定性分析与设计方法讲座之二:隧道围岩稳定性分析及其判据 …………… 郑颖人，丛 宇(7期－531)
隧道稳定性分析与设计方法讲座之三:隧道设计理念与方法 ………… 郑颖人，阿比尔的，向钰周(8期－619)
隧道与地下空间抗震防灾的若干思考…………………………………………………………… 杨林德(9期－707)
·工程概述·
北京地铁8号线二期南段工程设计与施工 …………………………………………………… 李 立(12期－983)
·研究与探索·
琼州海峡隧道盾构对接冻土帷幕受力状态力学分析 ………………………… 胡向东，王金泰，曹明亮(1期－1)
盾构穿越富水大粒径漂石地层施工技术研究 ……………………… 李乾斌，李文峰，陈 崎，唐 虎(1期－9)
施工过程对软弱围岩隧道空间效应的影响分析 ……………………………………… 乐 静，杨朝帅(1期－17)
浅埋暗挖隧道零距离下穿既有地铁车站施工方案优化研究 …………………………………… 于 军(1期－22)
低应变反射波法水平旋喷桩质量评定研究 ………………………………… 白中坤，于少辉，杨朝帅(1期－27)
组合后验方差检验法在地铁隧道变形监测中的应用研究 ………… 陈喜凤，黄 腾，刘 岭，韩 易(1期－33)
TBM施工风险与应对措施 ……………………………………………………………… 陈 馈，冯欢欢(2期－91)
数字化隧道三维建模分析 ………………………………… 宋 仪，郭年根，李俊波，李凤蓉，万和平(2期－98)
地铁运行振动对临近地下工程施工安全影响的研究分析 …………………………… 李晓霖，陶连金(2期－103)
一种基于布里渊光时域反射的土质隧道分布式光纤传感应用技术………………………………………………………………… 王 菀，干昆蓉，施 斌，张 丹(2期－110)
木寨岭隧道地应力特征及对隧道变形影响的研究…………………………………… 张文新，张建国，唐绍武，刘志强，蒋永强，高 攀，李沿宗(2期－116)
大直径水底盾构隧道不良地质段及疑似溶洞探测技术的应用 ……………………… 宋明福，刘宏岳(2期－122)
TBM通过时地铁车站中板结构安全措施研究 ………………………………………………… 田皓文(2期－129)
兰渝高速铁路砂质围岩隧道初期支护结构安全度研究 ………… 朱得华，梁 斌，于少辉，杨朝帅(2期－135)
考虑围护结构隔水作用的基坑涌水量计算 …………… 刘庆方，刘继强，谭佩莲，李元海，林志斌(2期－142)
南京纬三路过江通道工程技术难点分析………………………………………………………… 张士龙(2期－147)
大断面黄土隧道施工工法研究 ……………………………………………… 石 磊，侯小军，武进广(3期－173)
基于Android平台的远程温度监测系统客户端设计 ……………………… 赵军喜，苟红松，杨立新(3期－179)
闽西南某隧道高地应力特征及隧道岩爆预测研究 ……………………………………………… 张建忠(3期－183)
盖挖换乘站换乘节点桩柱预留设计及施工技术研究 ………………………………… 杨世东，刘庆方(3期－190)
三维激光扫描技术与数码影像地质编录系统隧道围岩信息采集应用对比研究………………………………………………………………… 宋 妍，王晓琳，李 洋，李 锐(3期－197)
隧道涌水段不良地质探测及围岩变形规律研究 …………………………… 方建华，甘鹏路，林廷松(3期－203)
卸荷下老黏土的静力特性试验研究…………………………………… 陈 聪，郑新定，刘召刚，简琦薇，周 健，陶文涛，侯云亮(3期－209)
绿色环保经济发展与隧道掘进机再制造探析…………………………………………………… 康宝生(4期－259)
地表水文监测在岩溶隧道施工中的应用 ……………………………………………… 周 坤，方俊波(4期－266)
平行导坑超前多作业面平行施工通风节能技术研究 …………………………………………… 赵军喜(4期－272)
一种盾尾密封油脂的配方研究与性能表征……………………………………………………… 王德乾(4期－277)
混凝土喷射台车工作臂逆向运动学研究 ……………………………………………… 韩 勇，管会生(4期－281)
公路沉管隧道的发展及其关键技术…………………………………………………… 张志刚，刘洪洲(5期－343)
大直径泥水盾构施工对软土地层的沉降影响研究 ………………………… 朱建明，程海峰，江 强(5期－348)
武汉首例矩形顶管地铁出入口施工监测及数值模拟分析…………………………………………… 陈 聪，郑新定，陈扬勋，王 超，钟世华，贺 斌(5期－354)
砂卵石地层下复合锚杆桩对保护桥桩的作用分析 ……………………………………………… 王东清(5期－362)
盾构隧道管片内力参数化计算Abaqus二次开发 ……… 李 怡，宫汝环，唐伟樵，齐 轩，王永桓(5期－368)
成渝客专新中梁山隧道上穿施工对既有襄渝铁路中梁山隧道的影响分析…………………………………………………………………………… 刘志强，王 斌，邢晓飞(5期－373)
小净距空间交叉隧道台阶法施工安全性研究 ……………………………… 杜立兵，严松宏，蔡白洁(5期－378)
深埋连拱隧道荷载计算方法的探讨 ………………………………………… 黎敬俊，丁文其，魏新欣(5期－383)
贵广铁路双线隧道钻爆法施工机械化配套及适用性分析 …………………………… 徐稳超，汤宪高(6期－431)
隧道掘进机滚刀岩机作用实验台的研制 …………………………………… 陈启伟，李凤远，韩伟锋(6期－437)
隧道掘进机技术的发展和研究现状……………………………………………………………… 彭 琦(6期－443)
山城轨道交通隧道下穿铁路施工措施研究 …………………………………………… 郑鹏武，万 飞(6期－449)
莞惠城际铁路隧道安全风险管理研究…………………………………………………………… 刘 涛(6期－456)
基于蚁群算法的地铁隧道沉降预测研究 …………………………………… 陈喜凤，刘 岭，黄 腾(6期－462)
预埋件施工技术及锌镍渗层防腐技术在地铁工程中的应用探讨——延长工程寿命降低维护运营成本………………………………………………………………………………………………… 刘卡丁(7期－537)
深基坑工程风险防控技术探讨…………………………………………………………………… 朱雁飞(7期－545)
深圳地铁9号线工程风险防控研究……………………………………………………………… 赵德刚(7期－552)
考虑流固耦合效应的基坑开挖施工对地铁隧道结构影响分析 …………… 彭 琦，王建新，刘建国(7期－557)
地铁隧道穿越南水北调干渠施工影响分析 ………………………………… 杨 喜，邹 琦，王 庆(7期－562)
非均匀注浆盾构隧道管片纵缝错台量三维有限元分析 ……………………………… 许倩倩，王 媛(7期－567)
盾构法施工超高水压换刀技术研究……………………………………………………………… 陈 馈(8期－626)
锦屏一级水电站地下厂房围岩破坏影响因素分析与施工技术研究 ……… 马 岚，段汝健，张开雄(8期－633)
不同病害情况下盾构隧道环向刚度的计算方法 …………………………… 李春良，王 勇，王 旭(8期－645)
关于广州地铁隧道空气动力学效应缓解措施的研究 …………………………………………… 林世生(8期－650)
兰渝铁路胡麻岭隧道第三系弱成砂岩蠕变特性试验研究 ……………………………………… 陈德彪(8期－659)
软岩大变形隧道二次衬砌混凝土回填量控制研究 ……………………………………………… 姬延波(8期－664)
衬砌混凝土控裂施工的温湿度测试分析 ………………………… 易自砚，刘兴平，白 雪，田玉奎(8期－668)
不同地层盾构泥砂对制备同步注浆材料性能影响研究…………………………………………… 林文书，王红喜，彭碧辉，许 可，王 彪，丁庆军(9期－715)
考虑人为因素的盾构隧道风险分析和控制模型研究 ……………………… 郑新定，王红卫，周 健(9期－720)
层次权重决策分析法在浅埋隧道开挖方法选择中的应用 ……… 李宝平，高诗明，王 睿，秦 威(9期－726)
狮子洋隧道盾构对接方案的模糊判断法……………………………………………… 王连山，奚正平(9期－731)
高地应力条件下深埋隧道开挖方式数值优选及工程应用 ………………… 杨彦亮，李锡波，毛洪录(9期－735)
双护盾TBM掘进施工管片内表面裂缝成因分析 ……………………………………………… 桑文才(9期－741)
地铁车站纵梁内力研究…………………………………………………………………………… 杨 海(9期－746)
工程保险在大型铁路项目施工风险管理中的应用探讨 ………………………………………… 夏润禾(9期－751)
生产信息三维管理系统研发应用初步探讨 …………………………………………… 李志军，赵康林(9期－757)
中国盾构技术的创新与突破 ……………………………………………… 洪开荣，陈 馈，冯欢欢(10期－801)
高地热环境隧道衬砌结构受力特征模型试验研究…………………………………………… 王玉锁，杨 超，叶跃忠，唐建辉，陈 龙，曾宏飞(10期－809)
对台湾海峡隧道通行方式与施工方案的探讨 …………………………… 张克强，赵阿丽，杨 浩(10期－815)
超前大钻孔应力释放方法在高地应力软岩隧道中的应用效果分析 …… 高 攀，张文新，邹 翀(10期－820)
滚刀岩机作用综合实验台液压系统设计 …………………………… 韩伟锋，周建军，Nicolas Zober(10期－826)
高速铁路隧道接触网下锚段关节处衬砌补强设计与受力分析 ……………………………… 赵立财(10期－830)
岩溶隧道与下部溶洞间安全距离预测模型研究 …………………………………… 朱浩博，乔春生(10期－836)
影响汉口地区地铁联络通道施工的地质风险探讨 ………………………………… 李庆禹，李慎奎(10期－841)
基于D－P系列屈服准则的隧道开挖效应研究 ……………………………………… 鲁 稳，潘卫东(10期－847)
基于强度折减法的土质边坡稳定性影响因素分析 ……………… 李志佳，张顶立，房 倩，李 淑(10期－854)
长沙南湖路湘江隧道设计－施工总承包案例研究 …………………………………………… 康召泽(10期－860)
杭州铁路东站西广场大基坑开挖对其下地铁盾构隧道的影响与控制 ……………………… 张 迪(11期－897)
基于遗传—径向基函数神经网络的公路隧道围岩定级方法 ………………………………… 周先仓(11期－903)
下穿输水隧道对北京地铁五棵松站的影响之数值分析 ……………………………………… 李 刚(11期－908)
下穿既有电缆隧道的地铁暗挖隧道稳定性研究 ………………………… 曹 波，刘 波，聂卫平(11期－914)
隧底溶洞处理后衬砌的受力分析 ……………………………………………………………… 何翊武(11期－921)
泥水盾构泥水分离系统除渣效率对泥浆的影响 …………………………………… 汪 海，钟小春(11期－928)
盾构隧道橡胶密封垫力学性能试验及数值分析 …………………………………………… 欧阳文彪(11期－933)
采用不同本构模型对盾构施工引起地层位移的数值模拟研究………………………………………………………………… 侯 伟，韩 煊，王 法，尹宏磊(12期－989)
地质3D数字建模技术在城市地铁沿线地质条件分析中的应用……………………………………………………… 王军辉，汪小丽，吕彦菲，周宏磊，韩 煊(12期－995)
北京地铁8号线盾构施工参数对古旧平房群沉降规律的影响分析………………………………………………………………… 王 法，雷崇红，韩 煊，周宏磊(12期－999)
北京地铁8号线盾构施工引起周围古旧平房振动响应的数值模拟研究……………………………………………………………… 王 鑫，韩 煊，周宏磊，雷崇红(12期－1004)
隧道施工引起不均匀沉降下的砌体结构离散元分析 ………… 李海鹏，王 健，韩 煊，王 法(12期－1010)
·规划与设计·
青岛胶州湾海底隧道总体设计与施工 …………………………………………………………… 周书明(1期－38)
热力管道大推力固定支架力学作用机制及设计计算方法 ……………………………………… 董淑棉(1期－45)
对拉结构在邻近深基坑中的应用……………………………………………………… 陈海军，郝国鹏(3期－215)
隧道洞口设计原则探讨——施工便道引入对隧道洞口设计的影响 …………………………… 赵柏文(3期－220)
基于行人仿真模拟技术的与既有地铁车站换乘设计研究 ……………………………………… 张金伟(4期－287)
地铁、物业结合的应用——以武汉地铁物业开发为例 ………………………………………… 胡 喆(4期－295)
预防富水铁路隧道道床翻浆冒泥病害的设计施工措施探讨 …………………………………… 翟 可(5期－388)
西安地铁二号线钟楼站通风空调系统设计 ………………………………… 张 鹏，林 迪，申 健(5期－393)
旅客自动输送系统轨道设计要点………………………………………………………………… 罗信伟(6期－469)
胶州湾隧道浅埋分岔段的设计及施工关键技术………………………………………………… 刘 鹏(6期－474)
铁路隧道小角度斜交下穿公路隧道设计探讨…………………………………………………… 胖 涛(7期－573)
穿越赣江盾构法输水隧道的设计………………………………………………………………… 官林星(7期－579)
岩体质量分级Q系统在某地下储油洞库设计中的应用 ……………………………… 任文明，胡谋鹏(8期－674)
小平地隧道进口危岩落石分析及整治设计……………………………………………………… 罗章波(9期－768)
千米深井巷道钢管混凝土支架支护技术应用 …………………… 王 军，陈 锋，刘国磊，张西忠(9期－774)
广州地铁暹岗站的抗浮计算分析 ……………………………………………………………… 李广涛(11期－937)
宝兰客专渭河隧道1号竖井设计 ……………………………………………………………… 吉艳雷(11期－942)
盾构近距离下穿既有车站设计难点及对策 ……………………………… 李 立，徐 骞，伍 建(12期－1015)
中国美术馆站外挂厅结构盖挖逆作法设计要点探讨 …………………… 李 立，袁创辉，伍 建(12期－1022)
北京地铁8号线安—安区间明挖盾构始发井快速提供始发条件技术探讨………………………………………………………………………… 袁创辉，姜 娜，李 立(12期－1029)
·施工技术·
水下超大断面隧道衬砌施工新技术 ……………………………………………………………… 黄灵强(1期－54)
下穿运营铁路超浅埋公路隧道设计及施工关键技术 …………………………………………… 苟明中(1期－59)
长大隧道双块式无砟轨道施工测量 ………………………………………… 牛春霞，吕宏权，何文浩(1期－65)
小直径双护盾TBM超前化学灌浆脱困施工技术………………………………………………… 赵 毅(1期－73)
穿越既有结构车站围护桩成桩综合施工技术…………………………………………………… 邓 珣(2期－151)
地下入岩连续墙施工技术研究 …………………………………… 赵康林，王光伟，李志军，周兆勇(2期－156)
侵入盾构隧道基岩地面钻孔地下爆破预处理及效果检验技术 … 丁 锐，路耀邦，党如姣，李 洋(3期－224)
长沙营盘路湘江隧道分岔大跨施工技术 …………… 荆永军，樊 至，欧阳刚杰，陈长强，许玉民(3期－231)
电水平尺自动化监测系统在地铁安全保护监测中的应用 ……………………………………… 赵太东(3期－237)
城市地铁深基坑施工渗漏水原因分析与预防 ………………………………………… 赵云非，王晓琳(3期－242)
杭州地铁1号线穿越钱塘江地层沼气释放技术探讨 …………… 徐国庆，岳丰田，王弘琦，张荣辉(3期－247)
山区高速公路隧道穿越特大型溶洞施工技术 ………………………………………… 薛 成，高亚军(4期－300)
南水北调中线穿黄工程二次衬砌预应力环形张拉施工技术 …………………………………… 蒋元勇(4期－305)
发耳隧道揭煤防突技术 …………………………………………… 徐文平，宋聚勇，黄长国，李秋林(4期－309)
盾构到达突发涌水处理及水中到达方案分析…………………………………………………… 于加云(4期－315)
深基坑混凝土支撑拆除新技术 ……………………………………………… 李 俊，雍 毅，潘 锋(4期－319)
南水北调中线穿黄隧洞工程的技术难点分析和对策 ………………………………… 郑清君，仲生星(5期－398)
地下拱箱复合结构隧道明挖顺筑法修建关键技术 …………………………………… 周彦军，刘化宽(5期－407)
暗挖隧道密贴下穿既有线车站施工关键技术…………………………………………………… 孙旭东(5期－412)
中天山隧道TBM长距离施工通风方案研究 …………………………………………………… 朵生君(5期－419)
锦屏二级水电站深埋隧洞施工难点解析 …………………………………… 周垂一，李 军，严 鹏(6期－481)
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复杂环境下盾构近距离穿越地铁车站施工技术………………………………………………… 姜华龙(6期－499)
湘江隧道江心洲竖井上软下硬地层旋挖成孔关键技术 ………………………………………… 赵全民(6期－510)
紧邻地铁隧道深基坑支护技术及监测分析 ………………………………… 冯龙飞，杨小平，刘庭金(6期－515)
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单洞双线高速铁路隧道Ⅲ级围岩仰拱快速施工技术 ………………………………… 李有业，任国臣(7期－586)
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盾构管片模拟拼装技术………………………………………………………………… 肖红军，杨红军(7期－602)
盖挖逆作法地铁车站方形中间桩柱定位技术…………………………………………………… 赵玉玺(7期－607)
长大隧道开敞式TBM同步衬砌施工技术应用前景及发展趋势 ……………………………… 齐梦学(8期－679)
北京地下直径线大断面暗挖隧道衬砌施工技术………………………………………………… 雷宏亮(8期－684)
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拉法山隧道斜切式洞门施工技术……………………………………………………… 胡永强，豆小天(8期－696)
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小风室接力通风在引水隧洞斜井进主洞施工中的应用 ………………………………………… 刘国平(9期－785)
广州地铁广佛线盾构隧道穿越桥梁桩基施工技术 ……………………………………………… 李幸发(9期－791)
意大利Sparvo隧道超大断面盾构施工关键技术 ……………………………………………… 肖晓春(10期－866)
营盘路湘江隧道水下浅埋大跨段隧道施工工法研究 ………………………………………… 于 勇(10期－874)
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兰渝铁路杨家坝隧道穿越浅埋泥石流沟施工技术 ………………………………… 吴广明，崔小鹏(11期－956)
富水砂层盾尾密封修复技术 ………………………………………………………… 周兆勇，龚学栋(11期－960)
山西大水网隧洞施工危险源及事故防治 ……………………………………………………… 任够平(11期－964)
长距离重叠隧道连续下穿平瓦房施工技术…………………………………………………… 付仁鹏(12期－1036)
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·施工机械·
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盾构泡沫系统的电气控制 …………………………………………………… 高 博，宁浩淞，蒲晓波(1期－87)
敞开式TBM在重庆轨道交通6号线的应用分析 …………………………………… 张红耀，刘东亮(2期－160)
基于S7－400H的EPB盾构盾尾密封系统软件设计 … 张合沛，陈 馈，李凤远，王助锋，王吉平(2期－165)
盾构刀盘设计系统开发 ……………………………………………………… 韩伟锋，李凤远，陈启伟(2期－169)
TBM主轴承密封系统洞内修复 ………………………………………………………………… 贾 峰(3期－252)
双模式全断面掘进机探讨……………………………………………………………… 张宁川，李 光(4期－323)
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·消息·
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我国首例Ⅳ级围岩地质隧道铣挖施工成功 …………………………………………………………………………………(11期－932)
地下空间利用新形式:井筒式地下停车库 …………………………………………………………………………………(11期－941)
全球专家聚首规划:中国首个地下40 m深层排水隧道……………………………………………………………………(11期－948)
MJS工法大直径施工新突破 地下管线保护事半功倍有新招 ……………………………………………………………(11期－955)
首条横跨欧亚海底隧道启用 铁路贯通伦敦和北京 ………………………………………………………………………(11期－955)
沙媒:投资155亿美元的海合会铁路网明年将开始建设 …………………………………………………………………(11期－959)
澳大利亚预计投资1 140亿澳元建高铁 ……………………………………………………………………………………(11期－976)
美国第一条高速铁路将动工 …………………………………………………………………………………………………(11期－976)
今年底我国城市轨道交通里程预计将达到2 400 km ………………………………………………………………………(12期－988)
国内内河最长沉管隧道2013年底开建 ……………………………………………………………………………………(12期－994)
北京地铁成为世界上运力最大的地铁 ………………………………………………………………………………………(12期－998)
盾构隧道电瓶车轨枕由“U”型改造为“一”字型 可节约成本 …………………………………………………………(12期－1035)
我国自主研发制造的世界最大矩形盾构在郑州下线 ……………………………………………………………………(12期－1040)
“综合管廊”可提高城市地下空间利用率 …………………………………………………………………………………(12期－1047)
预计我国今年盾构机全年销量将超120台 ………………………………………………………………………………(12期－1063)
·广告目次·
广告目次 ………………(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，FENG 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，FANG 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，FENG 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，FANG 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，FAN 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)
