摘要
本文回顾了３０年来由抽水引起的地面沉降计算，简单介绍了一维固结理论的解析方法和考虑反复荷载因素的次固结计算模型，对计算参数进行了讨论，并指出了今后的方向。
In this paper, the computation of land subsidence caused by groundwater pumping is reviewed The analytical method is based on 1D consolidation theory and the computing model involves the secondary consolidation under cyclic loading The computing parameters are discussed and some suggestions for future development are given
出处
《中国地质灾害与防治学报》
CSCD
1998年第2期81-85,共5页
The Chinese Journal of Geological Hazard and Control
关键词
反复荷载
地面沉降
一维固结理论
cyclic loading land subsidence 1D consolidation theory computing model with secondary consolidetion
