摘要
根据土层的物理力学性质、地下水位及护壁泥浆等进行地下连续墙槽壁稳定性分析，导出槽壁稳定性数学模型公式，并提出相应的护壁措施，防止槽壁的坍塌．
In this paper, the stability analysis of the trenches of the diaphragm wall is presented in line with the physical mechanical properties of the soil layer, groundwater surface, and stabilizing fluid. Then mathematical model and formula for the stability of the trenches are both derived. In addition, the corresponding wall support measures are proposed in order to prevent the trenches from collapsing.
出处
《地球科学（中国地质大学学报）》
EI
CAS
CSCD
北大核心
1999年第2期217-220,共4页
Earth Science-Journal of China University of Geosciences
