Design of geosynthetic reinforced embankments on soft soil

被引:8
作者
Mandal, JN
Joshi, AA
机构
[1] Department of Civil Engineering, Indian Institute of Technology, Powai
关键词
D O I
10.1016/0266-1144(95)00004-6
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The present paper investigates the performance of geosynthetic reinforced soil embankments on soft clays. The limit equilibrium method has been considered. Design charts for various embankment slopes are proposed and reported in this paper for the user's sake. Copyright (C) 1996 Elsevier Science Ltd.
引用
收藏
页码:137 / 145
页数:9
相关论文
共 16 条
  • [1] Fowler J., 1987, P GEOSYNTHETICS 87, VVolume 1, P289
  • [2] HIRD CC, 1990, P 4 INT C GEOT GEOM, V1, P137
  • [3] HOLTZ RD, 1989, SYNTHETICS HIGHWAY P, V147
  • [4] HOULIHAN MF, 1989, P GEOS 89 SAN DIEG, V1, P148
  • [5] Ingold T.S., 1982, P 2 INT C GEOT NEV L, V3, P683
  • [6] INGOLD TS, 1984, P GEOT TECHN 84, P1
  • [7] JEWELL RA, 1982, P 2 INT C GEOT LAS V, V3, P671
  • [8] JOSHI AA, 1994, THESIS IIT BOMBAY
  • [9] ROTATIONAL STABILITY OF UNREINFORCED AND REINFORCED EMBANKMENTS ON SOFT SOILS
    KANIRAJ, SR
    [J]. GEOTEXTILES AND GEOMEMBRANES, 1994, 13 (11) : 707 - 726
  • [10] KOERNER, 1994, DESIGNING GEOSYNTHET