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1引言首先,非常感谢刘德稳博士等对笔者撰写的发表于《岩石力学与工程学报》2012年第31卷第8期的论文“基于Lade-Duncan和SMP两种强度准则的岩石残余应力研究[1]”(以下简称为原文)的关注,同时非常感谢《岩石力学与工程学报》编辑部给予笔者这样一个很好的学术交流平台。现针对讨论稿提出的问题做如下答复。2值得商榷的几个问题2.1关于Lade-Duncan与SMP准则的适用性答复岩石材料是一种具有复杂力学性质的非均匀脆性材料。
1 Introduction First of all, thank you very much to Dr. Liu Dewen and other author for the author, published in the “Rock Mechanics and Engineering” 2012 the 31st volume of eight papers “based on Lade-Duncan and SMP two kinds of strength criteria of rock residual stress [ 1] ”(hereinafter referred to as the original), and I am very grateful to the editorial board of The Rock Mechanics and Engineering for giving this author a good academic exchange platform. Now answer the questions raised in the discussion paper as follows. 2 Questions to Discuss 2.1 Applicability of Lade-Duncan to SMP Guidelines Reply Rock is a heterogeneous, brittle material with complex mechanical properties.