%0 Journal Article
%T STUDY ON DYNAMIC STEADY STATE STRENGTH OF SAND SOIL LIQUEFACTION<br>砂土液化动稳态强度分析
%A Wang Xinghua
%A Zhou Hailin
%A <br>王星华
%A 周海林
%J 岩石力学与工程学报
%D 2003
%I 
%X According to the dynamic triaxial test of sand, there is a steady state at the last phase of the development of strain and stress path. In different cycle of this phase, the stress paths superpose with each other, but the axial strain tends to a steady rate. The strength of the sand in this phase is studied because it is an important parameter to evaluate the stability of sand soil liquefaction. Considering the strength developed with stress path, the mechanism of saturated sand liquefaction seems more clear.
%K soil mechanics
%K sand soil liquefaction
%K dynamic strength
%K dynamic steady state<br>砂土液化
%K 土力学
%K 动强度
%K 动稳态
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=EECB9FC9908C70BA&yid=D43C4A19B2EE3C0A&vid=BC12EA701C895178&iid=CA4FD0336C81A37A&sid=6700D0D256586E73&eid=331211A5F5616413&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=5&reference_num=7