首页 | 本学科首页   官方微博 | 高级检索  
     检索      

桩基承载力模拟试验中相似性问题
引用本文:冷曦晨,佴磊,亓宾.桩基承载力模拟试验中相似性问题[J].吉林大学学报(地球科学版),2005,35(4):491-495.
作者姓名:冷曦晨  佴磊  亓宾
作者单位:1. 中国地质大学,工程技术学院,北京,100083
2. 吉林大学,建设工程学院,吉林,长春,130026
摘    要:通过对桩基承载力模拟试验中相似性问题的研究,重点探讨了试验与工程桩所处环境的相似性,剪切摩擦试验与工程桩桩侧摩阻力的相似性以及三轴试验与桩端承载力的相似性等三个主要的相似问题.研究表明对于模拟试验中桩侧摩阻力的试验,应采用原状样,并保持应力与工程应力状态一致.对于端承力则应采用原状样,但将围压按几何相似常数缩小,并将端承力试验结果按该相似常数扩大以作为实际工程桩的端承力.

关 键 词:相似性  桩基承载力  模拟试验  桩基承载力  模拟试验  相似性  相似问题  Pile  Foundation  Bearing  Capacity  Simulation  Test  结果  相似常数  几何  围压  端承力  应力状态  工程桩  桩端承载力  三轴试验  桩侧摩阻力  摩擦试验  剪切  环境
文章编号:1671-5888(2005)04-0491-05
收稿时间:2004-09-02
修稿时间:2004年9月2日

Similarity in the Simulation Test for Bearing Capacity of Pile Foundation
LENG Xi-chen,NIE Lei,QI Bin.Similarity in the Simulation Test for Bearing Capacity of Pile Foundation[J].Journal of Jilin Unviersity:Earth Science Edition,2005,35(4):491-495.
Authors:LENG Xi-chen  NIE Lei  QI Bin
Abstract:The similarity problem, existing in the simulation tests for bearing capacity of pile foundation, is studied. The emphasis is on the following three major aspects such as the similarity of the environments between test and engineering pile, the similarity between shearing friction test and the side friction force of engineering pile and the similarity between the triaxial test and end-bearing capacity of pile. The study shows that in the simulation test the samples should be undisturbed and the state of the stress in test should be consistent to that of the engineering for the test of pile side friction in the simulation test. For end-bearing capacity of pile, the samples should be undisturbed, but the confining pressure of samples is shrank according to geometry similarity constant, so as to obtain the practical endbearing capacity of pile by multiplying the test results.
Keywords:similarity  bearing capacity of pile foundation  simulation test
本文献已被 CNKI 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