摘要
介绍软粘土地基及吹填土上土工织物加筋堤的离心模型试验，研究了不同排水条件、不同织物布置方式对堤坝稳定和变形的影响，并通过非线性有限元分析得到了加筋后堤坝侧向变形、沉降及应力的分布规律。
The behavior of geosynthetic reinforced embankments on soft ground and dredger fill has been explored using the technique of centrifugal modeling. It was found that the draining condition and fixed ways of geosynthetic effected the stability of reinforced embankments significantly. Furthermore, nonlinear finite element analysis was carried out and showed good agreement with centrifugal model tests.
出处
《土木工程学报》
EI
CSCD
北大核心
1999年第1期21-25,共5页
China Civil Engineering Journal
