Experimental study on creep of warm and ice-rich frozen soil
MA Xiaojie, ZHANG Jianming, CHANG Xiaoxiao, ZHENG Bo, ZHANG Mingyi
1.State Key Laboratory of Frozen Soil Engineering Cold and Arid Regions Environmental and Engineering Research Institute Chinese Academy of Sciences Lanzhou 730000 China 2.Zhejiang College of Construction Hangzhou 311231
Abstract：In order to study the creep characteristics of warm and ice-rich frozen soil,a series of uniaxial creep tests of frozen clay with water content of 40%,80%,120% at temperature of –0.3℃,–0.5℃,–1.0℃were conducted respectively.It was shown that the creep process of the warm and ice-rich frozen soil was always attenuate;at the same temperature and time,the strength of the frozen soil with 40% water content was the greatest,and that with 120% water content was greater than that with 80%.Furthermore,the parameters of the creep equation,long-term strength equation and relationship between stress and strain of the warm and ice-rich frozen soil were obtained.
马小杰；张建明；常小晓；郑波；张明义；. 高温–高含冰量冻土蠕变试验研究[J]. 岩土工程学报, 2007, 29(6): 848-852.
MA Xiaojie, ZHANG Jianming, CHANG Xiaoxiao, ZHENG Bo, ZHANG Mingyi. Experimental study on creep of warm and ice-rich frozen soil. Chinese J. Geot. Eng., 2007, 29(6): 848-852.
