Reply to Discussion on "Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis" [Comput. Geotech. 70 (2015) 138-149]

被引：1

作者：

Chakraborty, Manash ^{[1
]}

Kumar, Jyant ^{[1
]}

机构：

[1] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India

来源：

COMPUTERS AND GEOTECHNICS | 2016年 / 73卷

关键词：

Bearing capacity; Failure; Foundations; Hoek-Brown criterion; Limit analysis; Finite elements; HOEK-BROWN CRITERION; PILE; TIP;

D O I：

10.1016/j.compgeo.2015.12.004

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

A discussion has been provided for the comments raised by the discusser (Clausen, 2015)[1] on the article recently published by the authors (Chakraborty and Kumar, 2015). The effect of exponent alpha for values of GSI approximately smaller than 30 becomes more critical. On the other hand, for greater values of GSI, the results obtained by the authors earlier remain primarily independent of alpha and can be easily used. (C) 2015 Elsevier Ltd. All rights reserved.

引用

页码：235 / 237

页数：3

共 7 条

[1] A C2 continuous approximation to the Mohr-Coulomb yield surface [J].