摘要
本文对一种超高膨胀力粘土岩的特征和胀缩机理进行了较深入的研究,在此基础上,对在这种粘土岩上的建筑物地基基础提出了处理和设计原则。
In this paper, the authors studied the features and the expansion-constriction mechanism of the excess expansion pressure clayrock. On the basis of this research, the soil-foundation design and ground treatment principles in this clayrock distrlbwtive area had been suggested.
出处
《水文地质工程地质》
CAS
CSCD
北大核心
1992年第2期13-17,共5页
Hydrogeology & Engineering Geology
