摘要
运用有限元岩土分析软件PLAXIS,采用HS本构关系分析某深基坑的整体位移场、坑底回弹量、地表沉降量、支护桩内力及位移、锚杆内力、整体稳定性。分析表明采用PLAXIS软件进行的数值模拟结果是可靠的。
Using the finite element analysis software PLAXIS,the integral displacement field,the bottom spring retracement,the surface settlement,the internal force and the displacement of the supporting pile are analyzed by HS constitutive relation. The internal force of the bolt,Overall stability. The analysis shows that the numerical simulation results using PLAXIS software are reliable.
出处
《建筑技术开发》
2017年第10期119-120,共2页
Building Technology Development
关键词
排桩
基坑
数值分析
row pile
foundation pit
numerical analysis
