摘要
本文介绍了以特征线法为基本原理确定地基极限承载力的计算机程序Analysis of Bearing Capacity,并着重阐述了该程序的计算方法以及在计算过程中一些参数的定义,通过与《建筑地基基础规范》中的两种地基承载力计算方法进行分析对比,提出该软件运用在实际工程中该注意的问题,并得到运用该软件计算地基极限承载力的优点以及一些不足之处。
This paper introduces the computational method and definition of the basic values of the program Analysis of Bearing Capacity which bases on the method of characteristics to calculate geotechnical bearing capacity , and compares the result with two means of calculating of foundation soil in National Codes for Design of Building Foundation, get the disadvantages and advantages of applying the program to calculate the geotechnical bearing capacity after comparative analysis.
出处
《福建建筑》
2012年第5期91-93,共3页
Fujian Architecture & Construction
基金
福建省区域重大专项(NO.2011Y3005)
华侨大学侨办基金项目(NO.09QZR03)
关键词
特征线法
地基极限承载力
地基极限荷载
滑移线
Method of characteristies
Geoteehnical bearir
capacity Geotechnieal limit load Llip lines
