摘要
超固结土的抗剪强度比正常固结土高。在深基坑工程中,若能考虑超固结土的作用,则对支护结构的设计是有利的。
Shear strength of overconsolidated soil is hiqher than that of normally consolidated soil.It would be benefit to support de- sign if the idea were able to use in the deep foundation pit engineering.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2002年第S1期154-156,共3页
Rock and Soil Mechanics
关键词
超固结比
土压力
抗剪强度
over consolidation ratio
earth pressure
shear strength
