重塑土重塑屈服压力与压缩特性试验研究  

Experimental Study of Remolded Yield Stress and Compressibility of Remolded Soil

作　　者：王淦华 邱长林[1] 徐宾宾[2,3,4] 刘润 孙红月[1] Wang Ganhua;Qiu Changlin;Xu Binbin;Liu Run;Sun Hongyue(School of Civil Engineering,Tianjin University,Tianjin 300072,China;Tianjin Port Engineering Institute Co.,Ltd.of CCCC First Harbor Engineering Co.,Ltd.,Tianjin 300461,China;Key Laboratory of Harbor and Geotechnical Technology in Traffic Industry,Tianjin 300461,China;Tianjin Key Laboratory of Harbor and Geotechnical Technology,Tianjin 300461,China)

机构地区：[1]天津大学建筑工程学院,天津300072 [2]中交天津港湾工程研究院有限公司,天津300461 [3]港口岩土工程技术交通行业重点实验室,天津300461 [4]天津市港口岩土工程技术重点实验室,天津300461

出　　处：《港工技术》2018年第4期110-115,共6页Port Engineering Technology

摘　　要：通过对取自不同地方的软土配置不同初始含水率的重塑土样进行单向压缩试验,分析研究了重塑土的压缩特性。The compressive characteristics of remolded soil are analyzed through one-way compressive test of the remolded soft soil samples with different initial water contents.

关 键 词：重塑土 单向压缩试验 重塑屈服压力 压缩系数 初始含水率 

分 类 号：TU41[建筑科学—岩土工程]