%0 Journal Article
%T INVESTIGATION OF ROCK DAMAGE MODEL,AND ITS MECHANICAL BEHAVIOUR<br>单向荷载作用下岩石损伤模型及其力学特性研究
%A Wu Zheng
%A Zhang Chenjuan
%A <br>吴政
%A 张承娟
%J 岩石力学与工程学报
%D 1996
%I 
%X An easy way to determine each characteristic strength and its damage values in stress-strain curve under uniaxial compression has been put up. The results shows that the full stress-strain curve of rock is only controlled by its values,m,of damage shape parameter.
%K rock
%K damage
%K veolution law
%K threshold damage
%K critical damage
%K characteristic strength<br>岩石，损伤，演化方程，门槛损伤，临界损伤，特征强度
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=5F1BC48EF4382C4BF0618C8B3D4516EE&yid=8A15F8B0AA0E5323&vid=23CCDDCD68FFCC2F&iid=CA4FD0336C81A37A&sid=E514EE58E0E50ECF&eid=1D0FA33DA02ABACD&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=19&reference_num=1