摘要
为了寻求“不进行地基处理的软基处理方法”,通过减轻路堤填土重量来提高软基的稳定性和减少沉降。研究了聚苯乙烯泡沫塑料轻质填土SLS的轻质、高强、变形间的相关关系,找出有工程应用前景的配方。通过和常规路堤填土的比较,对SLS的工程性质进行了评价。特别从环保角度出发,探讨了利用废泡沫塑料碎粒的可能性。
This paper deals with a method of raising the stability and reducing the settlement for soft foundation under an embankment. A way was sought for reducing the weight of the fill for embankment instead of treating soft soil in the foundation. For this purpose a new material named stabilized light soil SLS with expanded polystyrene having the properties of lighter weight and higher compressive resistance was studied and the relationships between the deformation of foundation and the weight as well as the resistance of SLS were obtained. Then the optimum prescription of SLS having the prospect of engineering application was found. Comparing with the case of normal fill material the behavior of SLS was appraised. Finally the possibility of using waste expanded polystyrene having the prospect of engineering application is also explored.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2001年第3期245-248,314,共5页
Rock and Soil Mechanics
基金
福建省交通厅科研处资助项目(项目名称:高等级公路软基轻质填土的研究)
关键词
轻质填土
路堤
软弱地基
稳定性
聚苯乙烯泡沫塑料
expanded polystyrene ; stabilized light soil ; embankment ; soft foundation