›› 2010, Vol. 31 ›› Issue (9): 3005-3011.

• Testing Technology • Previous Articles     Next Articles

Development of centrifuge model test facility of retaining wall

SONG Fei 1, 2,LIU Chao2,ZHANG Jian-min2,ZHENG Rui-hua2   

  1. 1. School of Highway Engineering, Chang’an University, Xi’an 710064, China; 2. State Key Lab of Hydrosciences and Engineering, Tsinghua University, Beijing 100084, China
  • Received:2009-03-04 Online:2010-09-10 Published:2010-09-16

Abstract:

Estimation of earth pressures constitutes an important subject of research in geotechnical engineering. Centrifuge model test provides a powerful tool for the study of earth pressure. A set of centrifuge model test facility for the earth pressure is developed for the study of earth pressure at rest and active side for the rigid retaining wall system. A motor is employed to make the model retaining wall moving slowly and uniformly. Besides, an automatic control system is developed to retain the wall at rest when the centrifuge acceleration increases. Centrifuge model tests are conducted for the rigid retaining wall with horizontal sand backfill. Variation of earth pressure and deformation of backfill with the wall displacement is measured. The test results show a good regularity. Therefore, the facility is verified to be effective for the study of earth pressure at the active side with translational wall displacement.

Key words: earth pressure, centrifuge model test, automatic control system, static state, deformation of backfill

CLC Number: 

  • TU 443
[1] ZHANG Ding-wen, LIU Zhi-xiang, SHEN Guo-gen, E Jun-yu, . Measurement of earth pressure of shallow buried tunnel with super large diameter and applicability evaluation of calculation method [J]. Rock and Soil Mechanics, 2019, 40(S1): 91-98.
[2] HUANG Da-wei, ZHOU Shun-hua, FENG Qing-song, LUO Kun, LEI Xiao-yan, XU You-jun, . Analysis for vertical earth pressure transference on overlaying soils of shield tunnel under uniform surface surcharge [J]. Rock and Soil Mechanics, 2019, 40(6): 2213-2220.
[3] CHEN Jian-xu, SONG Wen-wu, . Non-limit active earth pressure for retaining wall under translational motion [J]. Rock and Soil Mechanics, 2019, 40(6): 2284-2292.
[4] ZHOU Xiao-wen, CHENG Li, ZHOU Mi, WANG Qi, . Behavior of ball penetration in clay in centrifuge testing [J]. Rock and Soil Mechanics, 2019, 40(5): 1713-1720.
[5] RUI Rui, YE Yu-qiu, CHEN Cheng, TU Shu-jie. Nonlinear distribution of active earth pressure on retaining wall considering wall-soil friction [J]. Rock and Soil Mechanics, 2019, 40(5): 1797-1804.
[6] XU Peng , JIANG Guan-lu , WANG Xun, HUANG Hao-wei , HUANG Zhe, WANG Zhi-meng, . Centrifuge model tests on influence of facing on reinforced soil retaining walls [J]. Rock and Soil Mechanics, 2019, 40(4): 1427-1432.
[7] SHAO Sheng-jun, CHEN Fei, DENG Guo-hua, . Seismic passive earth pressure against the retaining wall of structural loess based on plane strain unified strength formula [J]. Rock and Soil Mechanics, 2019, 40(4): 1255-1262.
[8] ZHU Jun-gao, JIANG Ming-jie, LU Yang-yang, JI En-yue, LUO Xue-hao, . Experimental study on influence of stress state on at-rest earth pressure coefficient for coarse grained soil [J]. Rock and Soil Mechanics, 2019, 40(3): 827-833.
[9] TANG De-qi, YU Feng, CHEN Yi-tian, LIU Nian-wu, . Model excavation tests on double layered retaining structure composed of existing and supplementary soldier piles [J]. Rock and Soil Mechanics, 2019, 40(3): 1039-1048.
[10] LIU Yang, YU Peng-qiang. Analysis of soil arch and active earth pressure on translating rigid retaining walls [J]. Rock and Soil Mechanics, 2019, 40(2): 506-516.
[11] LIANG Bo, LI Yan-jun, LING Xue-peng, ZHAO Ning-yu, ZHANG Qing-song, . Determination of earth pressure by miniature earth pressure cell in centrifugal model test [J]. Rock and Soil Mechanics, 2019, 40(2): 818-826.
[12] ZHANG Ye-qin, CHEN Bao-guo, MENG Qing-da, XU Xin, . Stress mechanism and foundation contact pressure of high fill culvert under load reduction condition [J]. Rock and Soil Mechanics, 2019, 40(12): 4813-4818.
[13] TIAN Yu, YAO Yang-ping, LU De-chun, DU Xiu-li, . Cross-anisotropic Mohr-Coulomb criterion and formula of passive earth pressure based on modified stress method [J]. Rock and Soil Mechanics, 2019, 40(10): 3945-3950.
[14] ZHOU He-xiang, MA Jian-lin, ZHANG Kai, LUO Chao-yang, YANG Bai. Study of sinking resistance of large and deep caisson based on centrifugal model test [J]. Rock and Soil Mechanics, 2019, 40(10): 3969-3976.
[15] JIANG Cheng-xuan, CHEN Bao-guo, MAO Xin-ying, SHE Ming-kang. Stress characteristics of high fill load-shedding culvert on flexible foundation [J]. Rock and Soil Mechanics, 2019, 40(1): 275-280.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HUANG Zhi-quan,CHEN Yu,SONG Ri-ying,SONG Li-juan. Experimental study of unsaturated loess-like silty clay in Sanmenxia area[J]. , 2010, 31(6): 1759 -1762 .
[2] LIU En-long. Breakage mechanics for geomaterials: Breakage mechanism of structural blocks and binary-medium model[J]. , 2010, 31(S1): 13 -22 .
[3] BAI Fu-qing,LIU Si-hong,WANG Yan-qiao. Research on reinforcement mechanism and failure strength of soilbags[J]. , 2010, 31(S1): 172 -176 .
[4] YANG Ai-wu,YAN Shu-wang,DU Dong-ju,ZHAO Rui-bin,LIU Ju. Experimental study of alkaline environment effects on the strength of cement soil of Tianjin marine soft soil[J]. , 2010, 31(9): 2930 -2934 .
[5] WANG Xian-min,NIU Rui-qing,WU Ting. Research on lithology intelligent classification for Three Gorges Reservoir area[J]. , 2010, 31(9): 2946 -2950 .
[6] XIONG Wei,LIU Ming-gui,ZHANG Qi-heng,WANG Zhi-ming. Temperature distribution along piles in permafrost regions[J]. , 2009, 30(6): 1658 -1664 .
[7] SHI Chong , XU Wei-ya , ZHANG Yu , LI De-liang , LIU He. Study of dynamic parameters for talus deposit based on model of cellular automata[J]. , 2011, 32(6): 1795 -1800 .
[8] GONG Wei-ming, HUANG Ting, DAI Guo-liang. Experimental study of key parameters of high piled foundation for offshore wind turbine[J]. , 2011, 32(S2): 115 -121 .
[9] MA Tian-tian ,WEI Chang-fu ,CHEN Pan ,WEI Hou-zhen ,YI Pan-pan . An elastoplastic constitutive model of unsaturated soils with capillary hysteresis and deformation coupling[J]. , 2012, 33(11): 3263 -3270 .
[10] LI Yuan-song , YU Shun-xin , DENG Tao . Comparing three design approaches in EN1997-1 Eurocode with those in Chinese geotechnical design code[J]. , 2012, 33(S2): 105 -110 .