Stability and settlement of embankment filled with stabilized light soil

MA Shi-dong

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Stability and settlement of embankment filled with stabilized light soil

更新时间：2026-06-25

- Stability and settlement of embankment filled with stabilized light soil
- Vol. 24, Issue 3, (2003)
- 作者机构：
  
  华侨大学土木工程系,福建,泉州,362011
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU472.6
- Online First：16 October 2016，
  
  Published：2003
- 稿件说明：
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MA Shi-dong. Stability and settlement of embankment filled with stabilized light soil[J]. 2003, 24(3).
DOI：

MA Shi-dong. Stability and settlement of embankment filled with stabilized light soil[J]. 2003, 24(3). DOI：

摘要

聚苯乙烯泡沫塑料轻质填土(SLS)路堤是继发泡塑料(EPS)路堤之后发展起来的“不进行地基处理的路堤软基处理方法”。在文献[1]基础上

笔者对SLS路堤进行了稳定分析和沉降计算

并与常规填土路堤的相应成果进行了比较。在此基础上讨论了该类路堤的设计计算方法

作为今后将这种材料进一步应用于工程的技术准备。

Abstract

The stabilized light soil (SLS) is developed after another kind of expanded polystyrene (EPS) used in embankment。 Due to the feature of lightweight the load of SLS filled embankment can be sustained by soft foundation without any treatment。 This paper deals with the stability analysis and settlement calculation for the SLS filled embankment

which is based on the reference【1】。The analysis and calculation results are compared to that of the embankment filled with common material。 Based on it。 the design method for such kind of embankments is also discussed; it will promote the further application of this lightweight material to engineerings.

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Related Author

MA Shi－dong （Department of Civil Engineering Huaqiao Unuiversity Quanzhou 362011 China）

ZHENG Yong -lai 1

WANG Zhen-yu 2

ZHONG Cai-g en 1

YANG Lin-de 1

CAO Ri-hong

CAO Ping

ZHANG Ke

Related Institution

华侨大学土木工程系

Dept. of Geotechnical Engineering, Tongji University

2East China Electric Power Design Institute

同济大学地下建筑与工程系

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