摘要
建立了底部含水层疏排水固结引起上覆地层沉降过程中，端部固定桩的受力模型，并用弹性理论进行了求解，得到了桩的附加轴向力的变化规律。
The mechanics model for deep bottom fixed pile is set up during the overlying subsidence due to drainage of the bottom aquifer.The theoretical relationships between the additional axial force acted by the soil on the pile and its influence factors is obtained by solving with elastic theory.
出处
《西安矿业学院学报》
北大核心
1996年第3期239-242,共4页
Journal of Xi'an University of Science & Technology
