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改性膨胀土路堤填筑含水量优化试验研究
引用本文:李志祥,胡瑞林,熊野生,户晓荣,宋继宏.改性膨胀土路堤填筑含水量优化试验研究[J].力学学报,2005,13(1):113-116.
作者姓名:李志祥  胡瑞林  熊野生  户晓荣  宋继宏
作者单位:1. 中国科学院地质与地球物理研究所,北京100029; 2. 湖北省孝襄高速公路建设指挥部,随州441300; 3. 中铁四局三公司,襄樊441004
基金项目:中国科学院创新项目(KZCX3-SW-134);国家973计划(2002CB412702)的资助
摘    要:在控制含水量的前提下,对分别掺入不同量石灰、不同量水泥改性膨胀土试件进行强度和膨胀量试验,得到不同含 水量及不同石灰(水泥)掺量对改性膨胀土强度和膨胀性的影响,通过对实验所得数据的分析,找出含水量和掺石灰(水泥)剂 量的最佳融合点,并据此对膨胀土路堤填料的改性施工提出了一些有益的建议。

关 键 词:膨胀土  剪切强度  膨胀量
收稿时间:2004-03-29
修稿时间:2004-06-23

EXPERIMENTAL STUDY ON OPTIMAL WATER CONTENT OF THE MODIFIED EXPANSIVE CLAY USED AS THE EMBANKMENT FILLS
LI Zhixiang,HU Ruilin,XIONG Yesheng,HU Xiaorong,SONG Jihong.EXPERIMENTAL STUDY ON OPTIMAL WATER CONTENT OF THE MODIFIED EXPANSIVE CLAY USED AS THE EMBANKMENT FILLS[J].chinese journal of theoretical and applied mechanics,2005,13(1):113-116.
Authors:LI Zhixiang  HU Ruilin  XIONG Yesheng  HU Xiaorong  SONG Jihong
Institution:1. Insititute of Geolody and Geophysics, Chinese Academia of Sciences, Beijing 100029; 2. Hubei Province Xiaoxiang Expressway Construction Headquarters,Suizhou 410014; 3. China Raiway 4 Bureau Group Ltd.,Xiangfan 441004
Abstract:This paper presents experimental shearing and swelling results of the modified expansive clay with different water contents and lime (cement) content. The influence of the water content and the lime (cement) content on the shearing strength and swelling capacity are evaluated according to the experimental results. The optimal water content and lime content are then obtained. The authors also provide guidelines for modification of expansive clay.
Keywords:Expansive clay  Shearing strength  Swelling capacity
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