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Investigation of Behaviour of Saturated Foundation Soil Under Footing Pressure by Hydraulic Gradient Model Test

Ding Jin-su(Tsinghua University)Tang Qi-ming(Design Institute of Chongqing)Gong You-man(Tsinghua University)  
A brief introduction to the new equipment of geotechnical model test in ng field produced byseepage body force, and description of the results of model test results of saturated foundation soilunder cireular plate loading, the plate was embedded at different depth below the surface of soil, Werepresented. Model tests in ng field illustrated that increased embedded depth of footing Will lead to thedistinct effects on the semement and strength of the foundation soil, the former tends to decrease andthe latter tends to increase. Based on these results, a new conception of the limited minimum settlementand its ratio, and the correction formnula of strength at different embedded depth are also given.
【Fund】: 国家自然科学基金
【CateGory Index】: TU413.4
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Chinese Journal Full-text Database 2 Hits
1 QI Taiyue,GAO Bo,MA Liang(School of Civil Eng.,Southwest Jiaotong University,Chengdu 610031,China);Centrifugal Model Test for Ground Surface Subsidence Caused by Metro Tunneling in Saturated Soft Clay Strata[J];Journal of Southwest Jiaotong University;2006-02
2 ZENG You-jin , ZHANG Wei-min , WANG Nian-xiang , ZHENG Cheng-feng (Nanjing Hydraulic Research Institute, Nanjing 210024, China);Reviews of state-of-art of modeling simulation on pile foundations[J];Rock and Soil Mechanics;2003-S2
Chinese Journal Full-text Database 1 Hits
1 Zhu Weixin (Nanjing Hydraulic Research Institute);Centrifuge Modelling for Geotechnical Engineering in the World[J];Chinese Jounal of Geotechnical Engineering;1986-02
Chinese Journal Full-text Database 10 Hits
1 CHEN Jing1,TANG Mao-ying2,LUO Qiang31.Occupational Technic Academic of Guizhou University,Guiyang 550003,China;2.Dadu River Hydropower Development Co,Ltd,Chengdu 610041,China;3.Southwest Jiaotong University,Chengdu 610031,China;A research of the soil cut high slope deformation characteristics based on centrifugal model tests[J];Journal of Chengdu University of Technology(Science & Technology Edition);2008-05
2 XING Jian-ying~1, XING Yi-chuan~2, LIANG Jian-hui~2(1.College of Water Resources and Architectural Engineering, Northwest Sci-Tech University of Agriculture and Forestry, Yangling, Shaanxi 712100, China; 2.China Institute of Water Resources and Hydropower Research, Beijing 100044, China);Development and Thoughts of Geotechnical Centrifuge Modeling[J];Jorunal of Water Resources and Architectural Engingeering;2005-01
3 Jia Puzhao (Beijing Institute of Spacecraft Environment Engineering, Beijing 100094, China);Steady state acceleration simulation test equipment: centrifuge design (Part Ⅲ)[J];Spacecraft Environment Engineering;2009-03
4 SHU Zhong-wen;Application and development of the centrifuge model test in the slope bracing with soil nailing[J];Shanxi Architecture;2011-13
5 SI Wen-ming,CAO Xin-wen,WEI Jian-bing(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Experimental Study on Centrifugal Model of Sheet Pile Retaining Wall for Expansive Soil Embankment[J];Subgrade Engineering;2010-04
6 DU Jian cheng 1,ZHANG Li min 2,DU Rui cheng 3 (1.College of Hydraulic Eng.,Sichuan Univ.,Chengdu 610065,China;2.Hongkong Univ. of Sci. & Tech., Hongkong; 3.Qingdao Kehai Inst. of Design and Investigation,Qingdao 266000,China);Validation of the Normalized Constitutive Model of Soft Clay Using Centrifuge Test[J];Journal of Sichuan University (Engineering Science Edition);2001-01
7 SUN Rui,YUAN Xiaoming,WANG Yongzhi,CHEN Longwei,CAO Zhenzhong(Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Latest progress of centrifugal shakers in NEES and developmental conception of domestic centrifugal shakers[J];World Earthquake Engineering;2010-01
8 CHEN Yong-hui1,2,3,QI Chang-guang1,2,WANG Xinquan4,CHEN Long1,2(1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China; 2.Geotechnical Research Institute,Hohai University,Nanjing 210098,China; 3.National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety,Hohai University,Nanjing 210098,China;4.City College,Zhejiang University,Hangzhou 310015,China);Overview on transparent soil and its application in model tests in geotechnical engineering[J];Advances in Science and Technology of Water Resources;2011-06
9 LI Chao-zheng,XU Jin,FU Wen-xi(College of Water Resource and Hydropower,Sichuan University,Chengdu 610065 China);Centrifugal Model Test for the Settlement Deformation of Soil-rock Mixture Embankment[J];Western China Communications Science & Technology;2006-03
10 HOU Yu-jing(Dept.of Geotechnical Engineering,IWHR,Beijing 100044,China);Centrifuge shakers and testing technique[J];Journal of China Institute of Water Resources and Hydropower Research;2006-01
Chinese Journal Full-text Database 10 Hits
1 Qian Qihu;The Fourth Wave of Geotechnology[J];UNDERGROUND SPACE;1999-04
2 Li Cui Lan Ma Pei Sun Gao Xue Guan Cao Zhi Kui SJTU School of Mechanical Engineering(200030);A New six-wheel Lunar Robot for Uneven Surface[J];;2005-01
3 Bao Chenggang, Rao Xibao (Yangtze River Scientific Research Institute, Wuhan 430010);Principle of the Geotechnical Centrifuge Model Test[J];JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE;1998-02
4 Zhou Xiaowen, Pu Jialiu (Tsinghua University, Beijing, 100083) Bao Chenggang (Yangtze River Scientific Research Institute, Wuhan 430010);Study on Stability Mechanism and Relaxed soil Pressure in Sandy Soil during Excavation[J];JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE;1999-04
5 Deng Zongquan Wang Shaochun Hu Ming Gao Haibo Qiu Xuesong(School of Mechatronic Engineering, Harbin Institute of Technology, Harbin, 150001)$$$$;Elementary Exploring for Technology of Microminiature Space Lander[J];Missiles and Space Vehicles;2003-02
6 GONG Ji-wen 1 ,CUI Jian -jun 2 ,XI Xian -wu 1 ,LIN Ge 1 (1.Guangzhou Institute of Geochemistr y,Chinese Academy of Sciences,Guangzhou510640,China;2.The9th Reconnaissance Brigade of North P etroleum Bureau,Yuci,Inner Mongolia03060;FLAC METHOD FOR NUMERICAL MODELING AND ITS GEOLOGICAL APPLICATION[J];Geotectonica Et Metallogenia;2002-03
7 ZHENG Xianxin 1,2) WU Qiang 1) HOU Yansheng 2) YING Yufei 3) ( 1) Department of Resources Exploitation Engineering, China University of Mining and Technology, Beijing,100083; 2) Zhejiang General Monitoring Station for Geological E;Some Frontier Problems on Land Subsidence Research[J];Acta Geosicientia Sinica;2002-03
8 Chen Shangming;Zhang Zhouyuan(Chengdu Institute of Technology,Chengdu 610059)Li Qiang(Airport Contribution Engineering Comp.of CAAC,Beijing 100101);STUDY ON THE DEFORMATION BEHAVIOR OF SOFT GROUND OF AN AIRPORT WITH CENTRIFUGAL MODEL[J];JOURNAL OF GEOLOGICAL HAZARDS AND ENVERONMENT PRESERVATION;1996-01
9 YAN Tai-ning~1,BU Jia-wu~2,WU Xiang~1,WANG Rong-jing~1(1.Engineering Faculty, China University of Geosciences, Wuhan Hubei 430074,China; 2.Faculty of Mechanical & Electronic Engineering, China University of Geosciences, Wuhan Hubei 430074,China);DIFFICULTIES AND KEY TECHNOLOGIES OF LUNAR DRILLING AND SAMPLING[J];Geological Science and Technology Information;2004-04
10 DUAN Xin-sheng1a,YAN Tai-ning1a,GU Xiang1b,DUAN Su-hao2(1a.Faculty of Engineering;1b.Faculty of Mechanical & Electronic Information,ChinaUniversity of Geosciences,Wuhan 430074,China;2.School of Earth and Spaces Sciences,University of Science and Technology of China,Hefei 230026,China);Elementary Analysis on One of the Possible Drilling and Sampling Techniques for China Lunar Exploration Project[J];Geological Science and Technology Information;2009-06
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 ZHAO Xu-feng1,WANG Chun-miao2(1.China International Engineering Consulting Corporation,Beijing 100044,P.R.China;2.Beijing Urban Engineering Design & Research Institute Co.Ltd,Beijing 100037,P.R.China);Dynamic Construction Mechanics Analysis of Xiamen Sub-sea Tunnel in Terrestrial Shallow Section[J];Chinese Journal of Underground Space and Engineering;2009-04
2 CHEN Xiao-qiang1,2,ZHAO Chun-feng1,2,GAN Ai-ming1,2(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);Study on Model Test of Uplift and Compression Piles in Layered Soil[J];Chinese Journal of Underground Space and Engineering;2009-S2
3 XIA Su-ping WANG Li-bo WANG Xiang;Loading method of the specimens in model test[J];Shanxi Architecture;2005-12
4 Liu Deqian1,2,Jiang Zhenquan1(1.School of Resource and Earth Science,China University of Mining and Technology,Xuzhou,Jiangsu 221008,China;2.School of Civil Engineering,Hebei University of Engineering,Handan,Hebei,056038,China);Research on the Change of Roof Pressure in Mining Coal Seam Athwart the Dipping Direction of Structural Plane by Centrifugal Model Test[J];Mining Research and Development;2009-04
5 YU Jin1,2(1.Institute of Geotechnical Engineering,Huaqiao University,Xiamen 361021,China;2.Engineering Institute of Engineering Corps,PLA University of Science and Technology,Nanjing 210007,China);3D Elasto-plastic Numerical Simulation of Behavior of Group Piles[J];Journal of Suzhou University of Science and Technology(Engineering and Technology);2009-04
6 WANG Chang-dan1,WANG Bing-long1,WANG Xu2,ZHOU Shun-hua1(1.Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 201804,China;2.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China);Analysis on Settlement Controlling Effect of pile-net Composite Foundation on Collapsible Loess by Centrifugal Model Tests[J];Journal of the China Railway Society;2011-04
7 QI Tai-yue,TAN Dai-ming,GAO Bo(Civil Engineering School,Southwest Jiaotong University,Chengdu 610031,Sichuan,China);Numerical Simulation of Strata Consolidation Subsidence Induced by Metro Tunneling in Saturated Soft Clay Strata[J];Copper Engineering;2010-01
8 GUO Yong-jian1,XIE Yong-li1,JIANG li2,LIU Bao-jian1(1.Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang'an University,Xi'an 710064,Shaanxi,China;2.Xi'an Research Institute of Highway,Xi'an 710054,Shaanxi,China);Centrifugal model test on mechanic features of pile foundation at slope[J];Journal of Chang'an University(Natural Science Edition);2010-01
9 QI Taiyue,GAO Bo,TAN Daiming(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Influence of Metro Tunneling in Soft Clay Strata on Underground Pipeline[J];Journal of Southwest Jiaotong University;2010-01
10 Taiyue QI*,Bo GAO School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;Strata consolidation subsidence induced by metro tunneling in saturated soft clay strata[J];现代交通学报(英文版);2011-01
China Proceedings of conference Full-text Database 2 Hits
1 WANG Changdan~1,WANG Xu~2,ZHOU Shunhua~1,WANG Binglong~1 (1.Key Laboratory of Road and Traffic Engineering of Ministry of Education,Tongji University,Shanghai 201804,China; 2.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou,Gansu 730070,China);CENTRIFUGAL MODEL TESTS ON SELF-WEIGHT COLLAPSIBLE LOESS AND NEGATIVE SKIN FRICTION OF PILE FOUNDATIONS[A];[C];2010
2 HUANG Long,WANG Bing-long,ZHOU Shun-hua (Key Laboratory of Road and Traffic Engineering of Ministry of Education,Tongji University,Shanghai 200092,China);Centrifugal model test of pile-plank subgrade in soft ground[A];[C];2013
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