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多元复合地基承载力可靠度计算
引用本文:郑俊杰,郭嘉,刘勇.多元复合地基承载力可靠度计算[J].华中科技大学学报(自然科学版),2007,35(10):119-121,128.
作者姓名:郑俊杰  郭嘉  刘勇
作者单位:华中科技大学,土木工程与力学学院,湖北,武汉,430074
基金项目:国家自然科学基金 , 湖北省自然科学基金
摘    要:概括了多元复合地基承载力计算方法,并推导出多元复合地基可靠度研究中的极限承载力状态方程.将免疫算法应用于多元复合地基可靠度计算中,基于可靠度指标的几何含义提出优化目标函数,在求解过程中,免疫算法仅需要目标函数的函数值,使计算更为简便,利用Matlab编制了相应的计算程序.通过算例,采用蒙特卡罗法和免疫算法进行对比计算,结果表明免疫算法在进行多元复合地基承载力的可靠度分析时,收敛速度快并且结果精度高.

关 键 词:免疫算法  蒙特卡洛法  可靠度  多元复合地基  极限承载力  多元复合  地基承载力  可靠度计算  composite  foundation  bearing  capacity  analysis  精度  收敛速度  分析  结果  对比计算  蒙特卡罗法  算例  计算程序  Matlab  利用  函数值  优化目标函数  求解过程  含义
文章编号:1671-4512(2007)10-0119-03
修稿时间:2006-11-01

Reliability analysis of bearing capacity of multi-pile composite foundation
Zheng Junjie,Guo Jia,Liu Yong.Reliability analysis of bearing capacity of multi-pile composite foundation[J].JOURNAL OF HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY.NATURE SCIENCE,2007,35(10):119-121,128.
Authors:Zheng Junjie  Guo Jia  Liu Yong
Institution:College of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China
Abstract:When two or more techniques of ground treatment are comprehensively applied,the multi-pile composite foundation may be formed.In recently years,multi-pile composite foundation is widely used.The classification and the computation methods of bearing capacity of multi-pile composite ground are generalized,and the ultimate bearing capacity equation is deduced in this paper.The immune algorithm is used in reliability analysis of multi-pile composite foundation.Based on the geometric implication of the reliability index,the objective function is presented to calculate the reliability index.In using immune algorithm,only the objective function value is used and the reliability index can be conveniently obtained.The program of computing reliability index is developed in Matlab.Three practical examples using Monte-Carlo method and immune algorithm show that immune algorithm has the advantages of rapid convergence and high perecision in the reliability analysis of bearing capacity of multipile composite ground.
Keywords:immune algorithm  Monte-Carlo method  reliability  multi-pile composite foundation  ultimate bearing capacity
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