首页 | 本学科首页   官方微博 | 高级检索  
     

小型预制桩基础承载特性数值模拟研究
引用本文:刘畅,杨天恩,曹子祥.小型预制桩基础承载特性数值模拟研究[J].湖南工业职业技术学院学报,2021,21(1):97-100.
作者姓名:刘畅  杨天恩  曹子祥
作者单位:扬州工业职业技术学院,江苏 扬州,225127
基金项目:江苏省科技厅计划项目“异形基坑开挖坑角效应及对周围建筑物影响研究”(项目编号:2018-K5-011)。
摘    要:本文建立硬化土本构模型,针对江苏省软土地区的土质条件选取数值计算参数,通过PLAXIS 2D软件对小型预制桩在的单桩水平受荷及竖向受荷进行数值模拟,得到桩身弯矩沿桩长的分布以及荷载-位移曲线,分析小型预制桩基础桩身弯矩的分布特点,并探求其在水平及竖向荷载作用下的承载特性,进而能够为小型预制桩基础工程设计以及计算方面提供一定的参考依据。

关 键 词:小型预制桩  承载特性  数值模拟  硬化土本构模型

Research on Numerical Simulation of Bearing Characteristics of Small Prefabricated Pile Foundation
LIU Chang,YANG Tian-en,CAO Zi-xiang.Research on Numerical Simulation of Bearing Characteristics of Small Prefabricated Pile Foundation[J].Journal of Hunan Industry Polytechnic,2021,21(1):97-100.
Authors:LIU Chang  YANG Tian-en  CAO Zi-xiang
Affiliation:(Yangzhou Polytechnic Institute,Yangzhou 225127,Jiangsu)
Abstract:The constitutive model of hardened soil is established,and the numerical calculation parameters are selected according to the soil conditions of soft soil area in Jiangsu province.PLAXIS 2D software is used to simulate the horizontal and vertical loading of small-scale prefabricated pile,and the distribution of bending moment along the length of pile and the load displacement curve are obtained.The distribution characteristics of bending moment of small-scale prefabricated pile foundation are analyzed,and the bearing characteristics under the horizontal and vertical loads are explored,which can provide some information for the design and calculation of small-scale prefabricated pile foundation basis of reference.
Keywords:small prefabricated pile  bearing characteristics  numerical simulation  constitutive model of hardening soil
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号