Physical simulation test of soil-rock mixture from synthetic transparent soil

作     者：DING Xiao-hua ZHOU Wei LU Xiang GAO Yan 丁小华;周伟;陆翔;高岩

作者机构：School of MinesChina University of Mining&TechnologyXuzhou221116China State Key Laboratory of Coal Resources and Safe MiningChina University of Mining&TechnologyXuzhou221116China 

出 版 物：《Journal of Central South University》 (中南大学学报（英文版）)

年 卷 期：2018年第25卷第12期

页      面：3085-3097页

核心收录：

学科分类：08[工学] 080104[工学-工程力学] 0815[工学-水利工程] 0801[工学-力学（可授工学、理学学位）] 

基　　金：Project(2015QNA40)supported by the Fundamental Research Funds for the Central Universities China 

主　　题：transparent soil waste dump soil-rock mixture physical test 

摘      要：The waste dump of open-pit coal mine is remade of soil-rock mixture under the action of gravity,dynamic load of transportation equipment and earthquake,*** using artificial synthetic transparent soil,the developing process and migration law for soil-rock mixture are observed in the remade *** mixture of fused quartz sand,liquid paraffin and n-tridecane is chosen as the material for synthetic transparent soil which is mixed with liquid paraffin and n-tridecane at a mass ratio of4.4at room temperature of17℃.Physical and mechanical properties of transparent soil are determined by physical test and compared with those in natural sandy *** results show that transparent soil and sandy soil have high similarity,in other words,transparent soil can be used for similar simulation experiments of soil-rock mixture.