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Underground Space
1001-831X
2010 Issue 1
Study on Parameter of Constitutive Model for Creep Characteristics of Suzhou Soft Soil and Its Application in Finite Element Analysis
tan yanpei1; ye guanlin1; wang jianhua1; sun dean2(1.department of civil engineering; shanghai jiaotong university; shanghai 200240; china; 2.department of civil engineering; shanghai university; shanghai 200444; china)
..............page:80-83
Acoustic Emission Characteristics and Thermodynamic Coupling Model of Granite under Uniaxial Compression
zhang zhizhen1; 2; gao feng1; 2; xu xiaoli3(1.state key laboratory for geomechanics and deep underground engineering; china university of mining & technology; xuzhou 221008; china; 2.school of mechanics and civil engineering; china university of mining & technology; xuzhou; jiangsu 221116; china; 3.school of architecture and civil engineering; nantong university; nantong; jiangsu 226019; china)
..............page:70-74
DEM Analyses of Active Earth Pressure against Retaining Wall with Two Displacement Models
li xiumei1; 2 jiang mingjing1; 2(1.dept.of geotechnical engineering; tongji university; shanghai 200092; 2.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092)
..............page:60-64
Model Tests on Sand Flow
huang yu 1; 2; li guanghui1; zheng hu 1(1.department of geotechnical engineering; tongji university; shanghai 200092; china; 2.key laboratory of geotechnical and underground engineering of the ministry of education; tongji university; shanghai 200092; china)
..............page:65-69
Couple Effect of Axial Load and Lateral Soil Movement Acting on a Passive Pile
liang fayun1; 2; huang maosong1; 2(1.department of geotechnical engineering; tongji university; shanghai 200092 china; 2.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china)
..............page:44-47,69
Field Experimental and Numerical Study on Active Vibration Isolation by WIB under Horizontal Loading
li ning1; gao guangyun1; zheng jianguo2(1.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china; 2.china jikan geotechnical institute; xi an 710043; china)
..............page:90-95
Advance in Calculation of Subsidence Caused by Shield Tunnel Based on Strata Loss
wang jianxiu1; 2; fu huixian2; zhu yanfei3; tang yiqun1; 2; yang ping1; 2 (1.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china; 2.department of geotechnical engineering; tongji university; shanghai 200092; china; 3.shanghai tunnel engineering company.co.ltd.; shanghai 200072; china)
..............page:112-119,150
Study on Subway Station Construction by Curve Pipe Jacking Method
wang qianghua; zhao yanpeng; duan chuangfeng; zhang lugen(1.shanghai tunnel engineering co.ltd; shanghai 200223; p.r.china)
..............page:135-137,178
Viscoelastic Analysis of Surrounding Deformation due to Dewatering of Confined Aquifers
xu sheng; miao junfa; lou rongxiang(shanghai guanglian construction development co.ltd; 200002 shanghai; china)
..............page:213-218
3D Numerical Analysis of the Overturning of A Residence under Construction in Shanghai
yin ji; xu fen(shanghai geotechnical investigations & design institute co; ltd.(sgidi); shanghai 200092)
..............page:208-212
Field Tests on Uplift Behavior of Bored Cast-in-place Single or Group Piles Under Constant Load in Soft Ground
sun yangbo; zhu guangyu(shanghai harbor enginerring control & testing co.; ltd; shanghai 200032)
..............page:75-79,188
Bearing Capacity Behaviors and Failure Modes of Foundation under Highway Subgrade
liu yilin1; 2; 3; huang maosong1(1.department of geotechnical engineering; tongji university; shanghai 200092; 2.research institute of highway ministry of communications; beijing 100088; 3.key laboratory of road construction & material of ministry of communications; beijing 100088)
..............page:84-89
Application of Modern Pneumatic Caisson Method in Deep-water Bridge Foundation
yu yong1; 2; wang hailin1; 2; zhong zheng3; li yaoliang4; peng fangle1; 2(1.department of geotechnical engineering; tongji university; shanghai 200092; china; 2.china key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china; 3.shanghai construction(group) corporation technology center; shanghai 200083; china; 4.shanghai foundation engineering co.; shanghai 200002; p.r.china)
..............page:125-129,143
Analysis on Adaptability of Shield Machine for Passing through Metro Station
bai yun1; 2; dai zhiren1; wu huiming2(1; department of geotechnical engineering; tongji university; shanghai 200092; china; 2.shanghai urban construction group; shanghai 200023; china)
..............page:144-150
Analysis of Measured Data of Connected Aisle in Metro Tunnels by Freezing Construction Method
wang zhiliang1; shen linfang2; li mingyu1(1.department of geotechnical engineering; tongji university; shanghai 200092; china; 2.institute of rock and soil mechanics; the chinese academy of sciences; wuhan 430071; china)
..............page:138-143
On Determination of Pile Length with Parallel Seismic Testing for Existing Structures
chen longzhu1; zhao rongxin2(1.institute of engineering safety and disaster prevention; dept.of civil engineering; shanghai jiaotong university; shanghai 200240; china; 2.shanghai institute of building science; shanghai 200032; china)
..............page:157-161,192
Water Pumping from Saturated Multi-layered Soils with Anisotropic Permeability
wu chao1; 2; ai zhiyong2(1.shanghai geotechnical investigations & design institute co.; ltd; shanghai 200438; china; 2.department of geotechnical engineering; key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china)
..............page:174-178
Application of Fuzzy Clustering Based on Transitive Closure Method and C-Means Algorithm to Slope Rock Mass Classification
zhang julian2; shen mingrong1; 2(1.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china; 2.department of geotechnical engineering; school of civil engineering; tongji university; shanghai 200092; china)
..............page:193-196,218
Study on Shearing Test of Rock Mass Discontinuity
shen mingrong1; 2; zhang qingzhao2(1.tongji university; key laboratory of geotechnical and underground engineering of ministry of education; shanghai 200092; china; 2.department of geotechnical engineering; tongji university; shanghai 200092; china)
..............page:38-43
Study on Comprehensive Evaluation of Shield Tunnel Structural Defections
xu ben1; wang hualao2; xia caichu3(1.department of geotechnical engineering; tongji university; shanghai 200092; china; 2.institute of water resources and hydro-electric enginerring; xi an unversity of technology; xi an 710048; china; 3.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china)
..............page:201-207
Discussion on Safety Problems of Underground Space and Appropriate Managing Measures
peng jian1; 2; liu kun1; 2; yan zhiguo2; peng fangle1; 2(1.research centre for underground space; tongji university; shanghai 200092; china; 2.department of geotechnical engineering; tongji university; shanghai 200092; china)
..............page:1-7
DCFEM Method for Analyzing the Influence of Deep Excavation on Adjacent Underground Pipelines
cai jianpeng1; 2; huang maosong1; 2; qian jiangu1; 2; xu zhonghua3(1.department of geotechnical engineering; tongji university; shanghai 200092; china; 2.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china; 3.department of underground structure & geotechnical engineering; east china architectural design & research institute co.; ltd.; shanghai 200002; china)
..............page:120-124
Analysis of Disturbing Effect of Pipe-jacking Crossing Floodwall in the Shanghai Expo Cable Tunnel Construction
yuan senlin1; 2; ding wenqi1; 2; shen yingting1; 2(1.department of geotechnical engineering; tongji university; shanghai; 200092; china; 2.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china)
..............page:130-134,156
Artificial Ground Freezing at the Shanghai Yangtze River Tunnel
ling yufeng; wang jiyun(shanghai tunneling engineering co.; ltd.; shanghai 200082; china)
..............page:184-188
Practice of Partition Wall in the Building Protection Projects near Deep Excavation
zhai jiequn; jia jian; xie xiaolin(the architectural design & research institute of tongji university; shanghai 200092 china)
..............page:162-166
Estimation and Evaluation of Terror Explosion Equivalent in Underground by TNT Equivalent
kong desen1; 2; 3; zhang weiwei1; meng qinghui1; men yanqing1(1.institute of civil engineering and architecture; shandong university of science and technology; qingdao; shandong 266510; china; 2.institute of civil engineering; tongji university; shanghai; 200092; china; 3.shandong province key laboratory of disaster prevention and mitigation in civil engineering; qingdao 266510; china)
..............page:197-200,212
Study on Pile Underpinning and Removing Technology of Shield Machine Crossing through Pile Foundations of Road Bridge
ma zhongzheng 1; ma xianfeng2; 3; xu qianwei 2; 4; wang lei 3(1.shanghai shentong metro co.; ltd; shanghai 200030; china; 2.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai; 200092; china; 3.dept.of geotechnical engineering tongji university; shanghai 200092; china; 4.school of naval architecture; and civil engineering; shanghai jiaotong university; shanghai 200030; china)
..............page:105-111
Research on Precision of Bakholdin Model for Temperature Field of Artificial Ground Freezing
hu xiangdong1; 2; zhao junjie1; 2(1.key laboratory of geotechnical and underground engineering of the ministry of education; tongji university; shanghai 200092; china; 2.school of civil engineering; tongji university; shanghai 200092; china)
..............page:96-101
Mechanical Analysis of Controlling Covering Rock Deformation in Roadway Mining
shi xiusong1; ma zhanguo2; pan yinguang2(1.yangtze river scientific research institute; key laboratory of geotechnical mechanics and engineering of the ministry of water resources; wuhan 430010; china; 2.school of sciences; china university of mining & technology; xuzhou 221008 china)
..............page:8-13
Centrifuge Modelling of Longitudinal Long-Term Settlement of Shield Tunnels Overlying Transitional Ground
ma xianfeng1; 2; yu long2; li xianghong3(1.key laboratory of geotechnical and underground engineering ministry of education; shanghai 200092; china; 2.dept.of geotechnical engineering tongji university; shanghai 200092; china; 3.shanghai tunnelling engineering company; shanghai 200082; china)
..............page:14-20
Numerical Simulation on Earth Pressure for Shield Tunnels Incorporating Tail Gaps by DEM
jiang mingjing1; 2; wang fuzhou1; 2; zhu hehua1; 2(1.department of geotechnical engineering; tongji university; shanghai 200092; china; 2.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china)
..............page:28-32
Coupled Fluid-mechanical Analysis of DOT Shield Tunnel
chen yu1; zhu jiwen2(1.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china; 2.shanghai no.2 municipal engineering corporation; ltd.; shanghai 200232; china)
..............page:21-27,101
Model Test on Optimization of the Drill Auger
zhao yanfei1; 2; li zhiyi1; 2; liu zhong1; 2(1.china jingye engineering corporation limited; beijing 100088; china; 2.limited corporation of central research institute of building and construction.mcc; beijing 100088; china)
..............page:102-104,111
Two-dimensional Biot Consolidation of Multi-layered Soils with Anisotropic Permeability
wang quansheng1; 2; ai zhiyong2(1.shanghai civic engineering construction and developing co.ltd.; shanghai 200025; china; 2.department of geotechnical engineering; tongji university; key laboratory of geotechnical and underground engineering of ministry of education; shanghai 200092; china)
..............page:48-52
Safety State Assessment Method of Artificially Frozen Soil Curtain in Saline Strata and Its Application
zhang jun1; 2; lin ping3; hu xiangdong1; 2(1.department of geotechnical engineering; tongji university; shanghai 200092; china; 2.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china; 3.shanghai tunneling engineering co.; ltd.; shanghai; 200082; china)
..............page:189-192
Circular Located Excavations Induced Island Effect and Its Evaluation Method
li lin1; fan qingguo2; yuan yong1(1.dept.of geotechnical engineering; tongji university; shanghai 200092; china; 2.shanghai construction group; shanghai 200120; china)
..............page:53-59
Design Methods of Dewatering of Confined Aquifers in Shanghai Area
miao junfa; lou rongxiang; fang zhaochang (shanghai guanglian construction development co.; ltd.; shanghai 200438; china)
..............page:167-173,218
Deformation Properties of Diaphragm Walls Associated with Excavation of Ultra-deep Foundation Pits in Shanghai
feng hu1; liu guobin1; zhang weili2(1.department of geotechnical enginerring; tongji university; shanghai 200092; china; 2.shanghai municipal engineering research and design institute; shanghai 200092; china)
..............page:151-156
Application of Double-ring Bracing System Used in Foundation Pit
gong xin1; 2; ding wenqi1; 2; lai yunjin1; 2; zhang youjie1; 2(1.department of geotechnical engineering shanghai 200092; china; 2.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china)
..............page:179-183
Experimental Study on Progressive Failure of Vertical Rock Slope
xu qianwei1; 2; 3; zhu hehua2; ding wenqi2; zheng qizhen3; xia kaicheng3(1.school of naval architecture; ocean and civil engineering; shanghai jiaotong university; shanghai 200030; china; 2.key laboratory of geotechnical and underground engineering of ministry of education; tongji university; shanghai 200092; china; 3.department of civil engineering; university of shanghai for science and technology; shanghai 200093; china; )
..............page:33-37