Research on settlement of soft soil ground in Taihu

被引:0
|
作者
Zhang Tao [1 ,2 ]
Liu Song-yu [1 ,2 ]
Cai Guo-jun [1 ,2 ]
机构
[1] Southeast Univ, Inst Geotech Engn, Nanjing 210096, Jiangsu, Peoples R China
[2] Southeast Univ, Jiangsu Key Lab Urban Underground Engn & Environm, Nanjing 210096, Jiangsu, Peoples R China
关键词
expressway; surcharge preloading; structured soils; settlement; lacustrine soft soil;
D O I
10.16285/j.rsm.2015.S1.043
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
According to the time-settlement data of an expressway in Taihu Lake region and the laboratory test results, the compression characteristic of alluvial lacustrine soft soil and the variation of settlement for subgrade are analyzed. The effect of engineering geological conditions and depth of fill on settlement of subgrade are investigated. The normalized index is used to estimate the settlement of subgrade. Meanwhile, two kinds of commonly used whole process subgrade settlement prediction methods are compared. The results show that the alluvial lacustrine soft soil in Taihu Lake region is a strong structured soil. The settlement of subgrade at similar geological conditions is quite different and soil structure is one of the important factors affecting the settlement of subgrade. A simple formula for estimating settlement is obtained with the analysis of normalized index. The whole process settlement prediction methods commonly used for the final settlement prediction have certain deviation; a more accurate estimated value of settlement can be got by comprehensive analysis.
引用
收藏
页码:253 / 259
页数:7
相关论文
共 12 条
  • [1] 30TH RANKINE LECTURE - ON THE COMPRESSIBILITY AND SHEAR-STRENGTH OF NATURAL CLAYS
    BURLAND, JB
    [J]. GEOTECHNIQUE, 1990, 40 (03): : 329 - 378
  • [2] NATURAL COMPRESSION LAW FOR SOILS (AN ADVANCE ON E-LOG P')
    BUTTERFIELD, R
    [J]. GEOTECHNIQUE, 1979, 29 (04): : 469 - 480
  • [3] Jing Fei, 2001, CHINESE J GEOTECHNIC, V23, P728
  • [4] MEI Guo-xiong, 2005, ROCK SOIL MECH, V25, P20
  • [5] Wang W, 2006, ROCK SOIL MECH, V27, P791
  • [6] Wu LJ, 2013, ROCK SOIL MECH, V34, P351
  • [7] Xie Sheng-hua, 2014, China Journal of Highway and Transport, V27, P8
  • [8] Yu C, 2005, ROCK SOIL MECH, V26, P82
  • [9] ZAI Jin-min, 2000, ROCK SOIL MECH, V21, P321
  • [10] Zhang DW, 2006, ROCK SOIL MECH, V27, P304