人民黄河Issue(7)：131-133,140,4.DOI:10.3969/j.issn.1000-1379.2014.07.040
黏质水泥土渗透变形模型初探
Exploration of Oenetration Deformation Model of Clayey Cement Soil
摘要
Abstract
Soil cement is a synthetic building materials,the compacted cement soil has good mechanical properties of engineering. Damage calcula-tion model of the clay cement-soil seepage deformation was established,in order to explore the clayey soil cement penetration deformation law. The paper carried on the indoor seepage deformation experiment research of two factors on the affect clay soil-cement seepage deformation damage more prominent cement and ages by the method of indoor test. The results of statistics and regression analysis show that there is a correlation of the linear logarithmic height between the slope of the clay cement-soil seepage deformation damage and the dosage of cement and ages. Preliminary test model between them is established.关键词
水泥土/渗透变形/水泥掺量/龄期/试验模型Key words
cement soil/seepage deformation/cement content/age/test model分类
建筑与水利引用本文复制引用
王增红,朱崇辉,刘俊民,巨娟丽..黏质水泥土渗透变形模型初探[J].人民黄河,2014,(7):131-133,140,4.基金项目
西北农林科技大学基本科研业务专项资金资助项目（QN2011023）。 （）
