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《Rock and Soil Mechanics》 2001-04
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The settlement observation and calculation for deep fill soil in the Three Gorges airport

YAO Cheng -huan,SHI Yisheng (Wuhan Civil Engineering Consrtuction Supervision Company,Wuhan430023,China)  
This paper presented a method that combines engineering survey and soil mechanics calculation,taking the effect of airplane's load into account.Then it analysed synthetically the calcuating results of many methods,and studied rationally technical values for Three Gorges Airpor's deep fill soil,e.g.residual settlement,inclination,degree of consolidation and modulus of proved resilience.Thus the paper afforded duly scientific data for the decision of the concrete pouring time on the deep fill soil base level.The construction was just on this basis.The soil base proves steady and the operation safe through the completion chest and the verification of4years of navigation.
【CateGory Index】: TU433
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【References】
Chinese Journal Full-text Database 2 Hits
1 WANG Ming-bin1,2,LI Shu-cai2,LI Shu-chen2,WANG Zhao-qing1(1.School of Science,Shandong Jianzhu University,Jinan 250101,China;2.Research Center of Geotechnical and Structural Engineering,Shandong University,Jinan 250061,China);Analytical solution of settlement of foundation with a cylindrically elastic inhomogeneity[J];岩土力学;2008-06
2 WANG Zheng-jun1,FAN Zhi-yong1,FENG Zhi-yong2 (1.College of Highway Engineering,Changsha University of Science and Technology,Changsha 410076,China;2.Central South Design and Research Institute for Hydroelectric Projects,Changsha 410014,China);Deformation determination of rock mass in high rock slope[J];长沙理工大学学报(自然科学版);2008-01
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Liu Fu-shun,Yu Guang-ming,Wang Wei-ying,Pan Yong-zhan,Zhang Wei(School of Civil Engineering,Qingdao Technological University,Qingdao 266033);Calculation of Foundation Settlement and Internal Force of Structure Considering Soil Structure Interaction[J];青岛理工大学学报;2005-06
2 LI Xiao-hong1, JIN Xiao-guang1,2, WANG Hong-tu1, JIANG De-yi1 (1. Key Lab. for the Exploitation of Southwestern Resources & the Environmental Disaster Control Engineering, Ministry of Education, Chongqing 400030, China; 2. College of Civil Engineering, Chongqing University, Chongqing 400030, China);Study on structural stability of deep buried highway tunnel with underlying coal bed exploiting[J];岩土力学;2005-09
3 GUO Yi-zhi1,JIN Xian-long1,DING Jun-hong1,CAO Wen-hong2 (1. High Performance Computing Center,Shanghai Jiaotong University,Shanghai 200030,China; 2. Shanghai Tunnel Engineering and Rail Transit Design and Research Institute,Shanghai 200070,China);PARALLEL PROCESSING OF SEISMIC RESPONSE ANALYSIS FOR IMMERSED TUNNEL[J];岩石力学与工程学报;2005-15
4 ZHENG Yong-lai , PAN Jie , HAN Wen-xing(Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China);Analysis on the Settlements of Metro Tunnels in Soft Soil[J];地下空间与工程学报;2005-01
5 ZHOU Zhi-fang1, ZHU Hong-gao1, CHEN Jing1 ,ZHONG Jian-chi2, JI Lin2, FENG Zhao-qiang2 (1.College of Civil Engineering, Hohai University, Nanjing210098,China; 2.Headquarters of Yangtse River Highway and Bridge Construction, Nanjing210001,China );Nonlinear coupling calculation between dewatering and settlement of deep foundation pits[J];岩土力学;2004-12
6 YUAN Fan-fan1,LUAN Mao-tian1, ,YAN Shu-wang3,LIN Yuan4 2 (1. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071,China; 2. Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024,China; 3. Institute of Geotechnical Engineering, School of Civil Engineering , Tianjin University, Tianjin 300072,China; 4. The Road Bridge Company of Hubei Province, Wuhan 430052,China);Ultimate bearing capacity of layered inhomogeneous foundations under inclined loads[J];岩土力学;2004-S2
7 Liu Xiliang1,2,Li Shucai2,Zhu Weishen2 (1Department of Civil Engineering,Henan Polytechnic University, Jiaozuo 454159 China) (2Research Center of Geotechnical Engineering,Shandong University, Jinan 250061 China);UNIFORM EXPERIMENTAL STUDY ON SUBSIDENCE CAUSED BY DEWATERING OF BOTTOM AQUIFER UNDER EXTERNAL FIXED LOAD[J];岩石力学与工程学报;2004-22
8 CAO Guo-qiang, ZHANG Yi-ping, ZHANG Tu-qiao, ZHANG Xiao-hai (College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, China; Headquarters of Xuyang Road Project, Yueqing 325600, China);Relationship between settlement-velocity and settlement of ground and its applications[J];岩土力学;2003-03
9 Li Shucai1,2,Zhu Weishen1,3,Chen Weizhong1,Li Shuchen2 (1Key Lab of Rock and Soil Mechanics,Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences, Wuhan 430071 China) (2Shandong University of Science and Technology, Taian 271019 China);APPLICATION OF ELASTO-PLASTIC LARGE DISPLACEMENT FINITE ELEMENT METHOD TO THE STUDY OF DEFORMATION PREDICTION OF SOFT ROCK TUNNEL[J];岩石力学与工程学报;2002-04
10 KONG De_zhi 1,2 , WANG Shen_tang 2, ZHANG Qing_he 2 ( 1. Civil Engineering Department of Henan University, Henan Kaifeng 475001, China; 2. Geotechnical Engineering Department of Tongji University, Shanghai 200092, China );Deformation Feature of the Elastic Foundation Board on Non-uniform Ground[J];河南大学学报(自然科学版);2002-01
【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 WANG Di-kai;WANG Jie-xiong;DONG Yu-fei;Power China Chengdu Engineering Corporation Limited;;Effects of Dense Unloading Fissures Belt on the Stability of High and Steep Slope of Dagangshan Hydropower Station[J];长江科学院院报;2014-11
2 GUO Yun-kai;YAO Yao;GOU Ye-pei;WANG Yang;School of Traffic and Transportation Engineering,Changsha University of Science and Technology;;High slope deformation monitoring model in mountainous area[J];长沙理工大学学报(自然科学版);2014-01
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