珠江三角洲饱和软粘土的固结特性试验研究  

Experimental Investigation of the Consolidation Behavior of Pearl River Delta Saturated Soft Clay

作　　者：张芳枝[1] 陈晓平[2] 黄国怡[1] 

机构地区：[1]广东水利电力职业技术学院,广州510635 [2]暨南大学,广州510632

出　　处：《土工基础》2003年第2期26-27,43,共3页Soil Engineering and Foundation

摘　　要：通过数十组原状饱和软粘土的室内一维固结试验,探讨珠江三角洲饱和软粘土的固结特性和反映蠕变压缩的固结特性问题,得出了一些有益的结论。In this paper ,a number of 1 D consolidation test for the Pear River Delta saturated soft clays have been carried out. The consolidation and secondary consolidation behaviors are then discussed and some valuable conclusions are obtained.

关 键 词：珠江三角洲 饱和软粘土 固结 试验 超孔隙水压力 

分 类 号：TU447[建筑科学—岩土工程]