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浸水条件下水泥砂土力学性能的试验研究
引用本文:印长俊,马石城,王星华. 浸水条件下水泥砂土力学性能的试验研究[J]. 建筑技术, 2007, 38(2): 137-139
作者姓名:印长俊  马石城  王星华
作者单位:中南大学土木建筑学院,410075,长沙;湘潭大学土木工程与力学学院,411105,湖南湘潭
摘    要:通过对不同水泥掺入比、不同龄期的水泥砂土在浸水和不浸水条件下的无侧限抗压试验,分析了浸水对水泥砂土的各项力学性能的影响,以及水泥砂土的无侧限抗压强度和模量随水泥掺入比及龄期的变化规律,并对水泥砂土全应力应变曲线的特性进行了总结。

关 键 词:水泥砂土  抗压强度  全应力应变曲线  水泥掺入比
文章编号:1000-4726(2007)02-0137-03
修稿时间:2006-10-30

ANALYSIS OF LABORATORY TEST ON MECHANICS BEHAVIOR OF SAND SOIL CEMENT ON CONDITION OF SOAKING
YIN Changjun,MA Shicheng,WANG Xinghua. ANALYSIS OF LABORATORY TEST ON MECHANICS BEHAVIOR OF SAND SOIL CEMENT ON CONDITION OF SOAKING[J]. Architecture Technology, 2007, 38(2): 137-139
Authors:YIN Changjun  MA Shicheng  WANG Xinghua
Abstract:Through the unconfined compression tests on the sand soil cement with different cement ratio and different curing time,this paper analyzes variation of the unconfined compressive strength and modulus of strength of sand soil cement on the condition of soaking and un-soaking,and summarized the characteristic of stress-strain diagram of sand soil cement.Based on the conclusion in this paper,suggestions on the application of soil cement are proposed.
Keywords:sand soil cement  compressive strength  stress-strain diagram curve  cement ratio  
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