09793cam a2200433Ka 450000500170000000800410001701000150005802000180007302000150009102000180010602000150012403500150013909000220015411100680017624501620024426000630040630000580046949000480052750002350057550000210081050400530083150519030088450508910278750519130367850515280559150509680711952008750808765000280896270000190899070000220900970000200903171000410905171000570909285601290914990700250927890200110930399800280931499900170934220260818085912.0120402s2010    vaua    ob    101 0 eng d  a2010012105  a9780784473467  a0784473463  a9781628705904  a1628705906  a.b1225339x  aTA730bG46 2010eb2 aGeoShanghai International Conferenced(2010 :cShanghai, China)10aDeep and underground excavations :bproceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China /cedited by Fulvio Tonon, Xian Liu, Wei Wu.  aReston, Va. :bAmerican Society of Civil Engineers,c2010.  a1 online resource (viii, 374 pages) :billustrations.1 aGeotechnical special publication ;vno. 206  a"Hosted by Tongji University, Shanghai Society of Civil Engineering, China, Chinese Institution of Soil Mechanics and Geotechnical Engineering, China; In cooperation with Alaska University Transportation Center, USA [and others]."  a"Geo-Institute."  aIncludes bibliographical references and indexes.80gI.tDeep excavations and retaining structures:g1.tDesign and construction of reinforced steel chain wall /rKepha Abongo, Makoto Kimura & Akihiko Kitamura --g2.tDeformation regularity and simplified calculation method for foundation pit with confined water during excavation and dewatering /rChunlin Ding & Xiaohong Meng --g3.tModel tests and numerical simulations on pile-soil interaction of passive piles /rJian Zhou, Xiao-liang Chen, Qing-you Zeng & Biao Wu --g4.tDesign and research of circular diaphragm wall for deep excavation of Shanghai Tower /rJian Jia, Xiao Lin Xie, Chuan Ping Liu, Jie Qun Zhai & Yu Zhang --g5.tAnalysis of case histories on deep excavations in marine clay /rS.Y. Lam, X. Ma & M.D. Bolton --g6.tAnalytic method of load-displacement curve for tension anchors based on hyperbolic load-transfer function /rWei Liu, Long-zhu Chen & Xiao-zhou Xi --g7.tExperimental research of jet-grouting parameters in different soil conditions /rAlexey Malinin, Ilya Gladkov & Dmitriy Malinin --g8.tMitigation of sheet pile movements during DDC by open trenches /rYong Tan, Fangle Peng & Shaoming Liao --g9.tDeep excavation induced pile movement in Bangkok subsoil : a numerical investigation /rPornkasem Jongpradist, Tanapong Rukdeechuai, Sompote Youwai, Warat Kongkitkul, Attasit Sawatpanich & Jutha Sunitsakul --g10.tA case study of retaining wall with soil-cement mixing reinforcement for Korean urban site /rYoung Seok Kim & Yong Sang Cho --g11.tA preliminary study on the behavior of axially loaded single pile subjected to lateral soil movement behind a retaining wall /rFeng Yu, Feng Chu & Fa-Yun Liang --g12.tA combined retaining structure and its application in deep excavation /rYuwen Yang --g13.tInteraction effect of retaining wall and existing foundations in braced excavation /rH.M. Shahin, T. Nakai, M. Kikumoto, Y. Uetanti & F. Zhang80g14.tDeformation prediction of deep excavation based on unequal interval grey model GM (1,1) /rE-chuan Yan, Ying Li, Yu-lei Li & Ting-ting Zhang --g15.tThree dimensional performance observed in an irregular deep excavation in Shanghai soft clay /rHua Yuan & Qinghe Zhang --g16.tEvaluation of stability of tailings dam based on evolutionary artificial neural network /rZai-hong Li, Rui Chen & Wei-dong Lei --g17.tIdentification of landslide susceptible slopes and risk assessment using a coupled GIS-FEA module /rFranz-Xavier Trauner, Conrad Boley & Eva Nuhn --g18.tDeformation of anchor-sheet pile wall retaining system at deep excavations in soft soils overlying bedrock /rJianqin Ma, Bo S. Berggren, Håkan Stille & Staffan Hintze --g19.tCentrifuge model study of impact on existing undercrossing induced by deep excavation /rX.Y. Xie, Z.W. Ning, X.R. Liu & F.Z. Liu.80gII.tTunneling and underground construction:g20.tEffectiveness of ground improvement for a cut-and-cover tunnel with a backfill slope based on finite element analysis /rHong Yang --g21.tReconstruction of the temperature distribution on the vertical direction of tunnel in fire accidents /rYin-gang Fang, He-hua Zhu & Zhi-guo Yan --g22.tDetermination of stress release coefficient and analysis of influence factors in granular soil tunnel /rZhuang Li & Shun-hua Zhou --g23.tStudy on rock mass stability effect of high water pressure tunnels by hydraulic fracturing failure /rZongli Li, Xiaohui Liu & Qingwen Ren --g24.tApplication of single pass tunnel lining with steel fibre reinforced Shotcrete on the ventilation shaft of Mount Motian Tunnel /rL.J. Su, X.K. Xing, Z.P. Song, H.J. Liao & S.Y. Wang --g25.tNumerical analyses and elasto-plastic behavior study on surrounding rock mass of the underground caverns in a hydropower station during deep excavations /rYong Li, Weishen Zhu & Linfeng Sun --g26.tStudy on mechanism of simultaneous backfilling grouting for shield tunneling in soft soils /rZhiren Dai, Yun Bai, Fangle Peng & Shaoming Liao --g27.tStudy on Shiziyang Tunnel engineering geology and shield tunneling /rXinan Yang, Yongqin Yao, Ying Zhang & Peixu Ye --g28.tNumerical analysis of the thermo-hydromechanical behaviour of underground storages in hard rock /rY. Jia, H.B. Bian, G. Duveau & J.F. Shao --g29.tStudy on the influence of mix proportioning on cemented mortar engineering properties for tail void grouting of shield tunnel /rYuewang Han, Wei Zhu, Quanwei Liu & Xiaochun Zhong --g30.tExperimental test on communication cable tunnel constructed by shield tunneling method for maintenance /rLinxing Guan, Hiroshi Irie, Toru Shimada & Atsushi Koizumi --g31.tThe determination of geometric characteristics of irregular underground bodies /rMehdi Zamani80g32.tStability analysis of the front slope of small-distance highway tunnel with very large section based on 3D monitoring /rDongwu Xie & Wenqi Ding --g33.tResearch on 3D numerical model of segment lining for large-section river-crossing shield tunnel /rAn-long Jiang & Zhao Yang --g34.tUpper bound solutions for the face stability of shallow circular tunnels subjected to nonlinear failure criterion /rFu Huang & Xiao-Li Yang --g35.tAnalytical to the issue of spherical cavities expansion with the non-linear Mohr-Coulomb failure rule /rJinfeng Zou, Jian-Guo Peng, Jin-hua Zhang, Heng Lou & Ai-jun An --g36.tStudy on maintenance technology of shield tunnel in soft ground /rYi Rui, Hehua Zhu, Mei Yin & Xiaojun Li --g37.tSeismic response of large span shallow tunnels in dilative rocks /rXiao-Li Yang & Bo Huang --g38.tExperimental study on anchoring effect of rock bolts to fractured rock mass /rWei-min Yang, Nuan-dong Wen, Shu-cai Li & Xiao-jing Li --g39.tStudy on evaluation method of fire safety of tunnel lining structure /rZhiguo Yan & Hehua Zhu --g40.tInvestigation into artificial ground freezing technique for a cross passage in metro /rDayong Li & Hui Wang --g41.tThe studies on intelligent construction pre-control of a foundation pit in Shanghai /rMing Wang, Youliang Chen & Junhua Wu --g42.tAnalytical study on the control of ground subsidence arising from the phenomenon of accompanied settlement using foot reinforcement side pile /rYing Cui, Kiyoshia Kishida & Makoto Kimura80g43.t3D numerical simulation on the failure mechanism of tunnel working face by particle flow code /rChengbing Wang, Hehua Zhu & Wensheng Gao --g44.tThe application of F&EI method in risk assessment of tunnel gas explosion /rJifei Wang, Hongwei Huang & Xiongyao Xie --g45.tAnalysis on ground deformation caused by tunnelling of large-diameter tunnel boring machine /rZhiyong Yang, Hongwei Huang & Donmei Zhang --g46.tThe technological issues of health monitoring in Wuhan Yangtze River tunnel operations /rHaitao Dou, Hongwei Huang, Yadong Xue & Qunfang Hu --g47.tSafety influenced by combined action of sulphate and chloride to shallow highway tunnel /rRong-rong Yi & He-hua Zhu --g48.tNumerical simulation of EPB tunnel face instability in dry sand by discrete element method .rLvjun Tang, Renpeng Chen, Yunmin Chen & Daosheng Ling --g49.tAn improved pseudo-static seismic analysis for underground frame structures /rHuiling Zhao & Yong Yuan.  aThis Geotechnical Special Publication contains 49 papers presenting the latest research into using the subsurface as a civil engineering dimension. The pressure exerted by increasing population, sensitivity toward the environment, and the ever-increasing cost of the land are a few of the reasons that underground excavations are necessary to society's health and future. Excavations below the surface provide space for services, transportation of people and goods, water supply and disposal, sanitation, and storage. These papers offer global examples of practical applications of excavations, especially in China. These papers analyze deep excavations and retaining structures, tunnels and underground excavations, and new frontiers in urban geotechnology.Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. --cProvided by publisher. 0aExcavationvCongresses.1 aTonon, Fulvio.1 aLiu, Xian,d1977-1 aWu, Wei,d1961-2 aAmerican Society of Civil Engineers.2 aAmerican Society of Civil Engineers.bGeo-Institute.403Download: Knoveluhttps://app.knovel.com/hotlink/toc/id:kpDUEPSGSD/deep-underground-excavations/deep-underground-excavations  a.b1225339xbmngc cn  a251209  b0c190207deeh  fng0  c26165d26165