Numerical Modelling of Embankment on Soft Clay

被引：1
|
作者：
Nujid, M. M. [1 ]
Taha, M. R. [1 ]
机构：
[1] Univ Kebangsaaan Malaysia, Dept Civil Engn & Struct Engn, Bangi 43650, Selangor, Malaysia
来源：
SOFT SOIL ENGINEERING INTERNATIONAL CONFERENCE 2015 (SEIC2015) | 2016年 / 136卷
关键词：
Embankment; soft clay; constitutive soil model; COMSOL multiphysics; PERFORMANCE;
D O I：
10.1088/1757-899X/136/1/012021
中图分类号：
Q94 [植物学];
学科分类号：
071001 ;
摘要：
This paper aims to predict deformation of embankment on soft clay of Muar. The prediction performance focusing on displacement at critical fill height of 5.5 m. The study was based on reported result in 1992. With the aid of computer intelligence, the advanced constitutive soil models could be adopted to analyze the soft clay behavior. The COMSOL Multiphysics (v4.4) has been used to simulate the problem with coupled physics available in the software. The vertical displacements are in good agreement close to published result.
引用
收藏
页数：9
相关论文
共 50 条
  • [1] Numerical modelling of stone columns in soft clay under an embankment
    Weber, T. M.
    Springman, S. M.
    Gaeb, M.
    Racansky, V.
    Schweiger, H. F.
    [J]. GEOTECHNICS OF SOFT SOILS: FOCUS ON GROUND IMPROVEMENT, 2009, : 305 - +
  • [2] Numerical modelling of a test embankment on soft clay improved with vertical drains
    Stapelfeldt, T.
    Vepsalainen, P.
    Yin, Z. -Y.
    [J]. GEOTECHNICS OF SOFT SOILS: FOCUS ON GROUND IMPROVEMENT, 2009, : 173 - +
  • [3] NUMERICAL MODELING OF A CENTRIFUGED EMBANKMENT ON SOFT CLAY
    ALMEIDA, MSS
    BRITTO, AM
    PARRY, RHG
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1986, 23 (02) : 103 - 114
  • [4] Centrifuge modelling of an embankment on soft clay reinforced with a geogrid
    Sharma, JS
    Bolton, MD
    [J]. GEOTEXTILES AND GEOMEMBRANES, 1996, 14 (01) : 1 - 17
  • [5] Modelling the behaviour of an embankment on soft clay with different constitutive models
    Karstunen, M.
    Wiltafsky, C.
    Krenn, H.
    Scharinger, F.
    Schweiger, H. F.
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2006, 30 (10) : 953 - 982
  • [6] Numerical Modelling of Tunis Soft Clay
    Klai, M.
    Bouassida, M.
    Tabchouche, S.
    [J]. GEOTECHNICAL ENGINEERING, 2015, 46 (04): : 87 - 95
  • [7] Numerical analysis of Ballina test embankment on a soft structured clay foundation
    Rezania, Mohammad
    Nguyen, Hung
    Zanganeh, Hossein
    Taiebat, Mandi
    [J]. COMPUTERS AND GEOTECHNICS, 2018, 93 : 61 - 74
  • [8] Numerical Simulation Analysis of Geogrid-Reinforced Embankment on Soft Clay
    Zhou, Yuanyuan
    Shi, Zhenming
    Zhang, Qingzhao
    Yu, Songbo
    [J]. PROCEEDINGS OF GEOSHANGHAI 2018 INTERNATIONAL CONFERENCE: GROUND IMPROVEMENT AND GEOSYNTHETICS, 2018, : 382 - 389
  • [9] Numerical modelling of pile jacking in a soft clay
    Sivasithamparam, N.
    Engin, H. K.
    Castro, J.
    [J]. COMPUTER METHODS AND RECENT ADVANCES IN GEOMECHANICS, 2015, : 985 - 990
  • [10] Numerical modelling of a tunnel in soft porous clay
    Kochen, R
    Negro, A
    [J]. GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, 1996, : 549 - 552
12345