›› 2009, Vol. 30 ›› Issue (7): 2091-2095.

• Geotechnical Engineering • Previous Articles     Next Articles

Research on estimation modle of post construction settlement for soft ground

LÜ Xiu-jie   

  1. College of Civil Engineering and Architecture, Jiaxing University, Jiaxing 314001, China
  • Received:2008-10-07 Online:2009-07-10 Published:2011-03-10

Abstract:

Estimation of the post construction settlemen is one of the most critical problems in expressway. Exponential curve method and hyperbola method is the most common method in the previous research; but the estimation results from the former model tend to be the smaller and those from the latter model tend to be larger. Based on analytical results, a kind of hyperbola model is proposed that the relationship between the settlement rate and the settlement seems as half-cube nonlinear behavior. Theoretical analysis and engineering case application prove that the estimation results of the new model are placed in those of two kinds models in common use; and they are close to the average. It is shown that the reliability of the estimation results is a little higher than the other two models.

Key words: soft ground, post construction settlement, hyperbola model, half-cube relationship

CLC Number: 

  • TU 473
[1] WANG Yi-min, YAN Cen, YU Heng, LI Qi. Experimental study of soil stress characteristics of geogrid-reinforced widened embankment under static loadings [J]. , 2018, 39(S1): 311-317.
[2] WU Gang, SUN Hong-yue, FU Cui-wei, CHEN Yong-zhen, TANG Bi-hui,. A mathematical model and its solution for unsteady flow under siphon drainage by fully penetrating well in soft ground [J]. , 2018, 39(9): 3355-3361.
[3] ZENG Chao-feng, XUE Xiu-li, ZHENG Gang,. A parametric study of lateral displacement of support wall induced by foundation pre-dewatering in soft ground [J]. , 2017, 38(11): 3295-3303.
[4] ZENG Chao-feng, XUE Xiu-li, ZHENG Gang,. Effect of soil permeability on wall deflection during pre-excavation dewatering in soft ground [J]. , 2017, 38(10): 3039-3047.
[5] ZHU Yao-hong, XIA Han-yong, HU Zhi-fei,. An uplifting practice of shield tunnel in soft ground [J]. , 2016, 37(S2): 543-551.
[6] HUANG Guang-jun. Problems and their solutions in predicting soft ground settlement based on Asaoka’s method [J]. , 2016, 37(4): 1061-1065.
[7] CHEN Guo-xing , CHEN Su , ZUO Xi , QI Cheng-zhi , DU Xiu-li , WANG Zhi-hua , . Shaking table test on seismic response of subway station structure in soft ground [J]. , 2016, 37(2): 331-342.
[8] LIU Chun-yuan, ZHU Nan, ZHAO Xian-hui, WANG Wen-jing. Centrifugal test study of vacuum combined with surcharge preloading of lacustrine soft soil [J]. , 2015, 36(S1): 310-314.
[9] ZHAO Ning-yu , LIANG Bo , HUANG Feng , LIU Yi,. An analytical design method for loading berm of fill embankment [J]. , 2015, 36(10): 2914-2920.
[10] KONG Gang-qiang , ZHANG Chi , . Field test and numerical simulation of deformation characteristics of embankment on soft ground under different filling speeds [J]. , 2014, 35(S2): 343-349.
[11] CHEN Bao-guo , LUO Rui-ping , XU Ying . Soft ground bearing capacity under high fill rigid culverts [J]. , 2013, 34(2): 353-358.
[12] LI Zhi-wei. Study of influence of surcharge load on lateral displacement of bridge piled foundation in soft ground [J]. , 2013, 34(12): 3594-3600.
[13] ZHOU Hang , KONG Gang-qiang , LIU Han-long , Thach Pham-Ngoc . Study of mechanical properties of X-section cast-in-place concrete pile under arbitrary direction lateral load (I): moment of inertia [J]. , 2012, 33(9): 2754-2758.
[14] TONG Li-yuan , TU Qi-zhu , LIU Song-yu , DU Guang-yin. Settlement prediction of soft ground by modified layerwise summation method based on piezocone tests [J]. , 2011, 32(S2): 679-682.
[15] WANG Guo-cui, YANG Min. Nonlinear analysis of laterally loaded piles in sand [J]. , 2011, 32(S2): 261-267.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WEI Long-hai, WANG Ming-nian, ZHAO Dong-ping, JI Yan-lei. Study of deformation controlling measures for large-span shallow tunnel[J]. , 2010, 31(2): 577 -581 .
[2] CHEN Yun-ping, WANG Si-jing. Elastoplastic response of saturated rocks subjected to multilevel cyclic loading[J]. , 2010, 31(4): 1030 -1034 .
[3] CHEN Yu,ZHANG Qing-he,ZHU Ji-wen,YAO Hai-ming. Coupled fluid-mechanical analysis of DOT shield tunnel construction beneath adjacent existing underpass[J]. , 2010, 31(6): 1950 -1955 .
[4] GU Shao-fu, LIU Yang-shao, LIU Shi-shun. Study of application of Asaoka method to settlement prediction[J]. , 2010, 31(7): 2238 -2240 .
[5] GAO Shu-sheng,QIAN Gen-bao,WANG Bin,YANG Zuo-ming,LIU Hua-xun. Numerical simulation study of mechanism for gas supplying and draining in volcanic gas reservoir in Xinjiang based on dual media model[J]. , 2011, 32(1): 276 -280 .
[6] LI Xiong-wei, KONG Ling-wei, GUO Ai-guo. Field response characteristic test of expansive soil engineering behavior under effect of atmosphere[J]. , 2009, 30(7): 2069 -2074 .
[7] SONG Yong-jun , HU Wei , WANG De-sheng , ZHOU Jun-lin. Analysis of squeezing effect of compaction piles based on modified Cam-clay model[J]. , 2011, 32(3): 811 -814 .
[8] SUN De-an,MENG De-lin,SUN Wen-jing,LIU Yue-miao. Soil-water characteristic curves of two bentonites[J]. , 2011, 32(4): 973 -0978 .
[9] LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures[J]. , 2011, 32(S1): 413 -0418 .
[10] WEI Ming-yao, WANG En-yuan, LIU Xiao-fei, WANG Chao. Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam[J]. , 2011, 32(8): 2539 -2543 .