摘要
近年来,随着计算机技术及岩土工程数值计算理论的发展,数值模拟分析在岩土工程中的应用越来越多。该文结合青岛某深基坑实例,利用岩土工程有限元软件PLAXIS,模拟双排桩基坑支护的全过程,分析了水平位移的变化趋势,并与实测数据进行了对比分析。同时对单排桩支护方案进行了比较分析,证明了双排桩支护在限制水平位移的明显优势。由此认为数值模拟工作能对基坑支护方案比选工作和基坑稳定性分析提供有效的帮助。
In recent years, with the development of computer technology and numerical theory of geotechnical engineering, numerical simulation analysis is more and more applied in geotechnical engineering. Based on a deep foundation pit in Qingdao, the geotechnical finite element soft PLAXIS is used to simulate the whole process of double-row piles. The change trend of horizontal displacement is analyzed and compared with the measured data. At the same time the single-row pile supporting method is compared and analyzed, the double-row piles are proved to have obvious advantages in restricting the horizontal displacement. Therefore, the numerical simulation may provide effective help for selection of supporting methods and stability analysis of foundation pits.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2014年第S2期136-139,共4页
Chinese Journal of Geotechnical Engineering
基金
中国石油工程建设公司科学研究与技术开发项目(CPECC2013KJ02)
关键词
双排桩
有限元
水平位移
PLAXIS
double-row pile
finite element
horizontal displacement
PLAXIS
