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缓冲回填材料的室内制样方法研究
引用本文:张明,张虎元,贾灵艳,崔素丽.缓冲回填材料的室内制样方法研究[J].建筑材料学报,2012(5):638-643.
作者姓名:张明  张虎元  贾灵艳  崔素丽
作者单位:兰州大学西部灾害与环境力学教育部重点实验室,甘肃兰州730000;兰州大学西部灾害与环境力学教育部重点实验室,甘肃兰州730000;兰州大学西部灾害与环境力学教育部重点实验室,甘肃兰州730000;兰州大学西部灾害与环境力学教育部重点实验室,甘肃兰州730000
基金项目:国防科工委课题(科工计[2007]834号)
摘    要:对缓冲回填材料的拌样、湿化、养护与压制过程进行了研究,提出了一套缓冲回填材料小尺度人工制样工艺(即采用分步搅拌法将石英砂均匀掺入膨润土,搅拌结束后,采用喷雾法湿化材料至目标含水率)及4种压(击)实方法(恒定击实能动力击实法、变击实能动力击实法、恒定压实能静力压实法和变压实能静力压实法).对变压实能静力压实法压制的试样进行检验后发现,试样中部的干密度略高于试样的干密度平均值.利用三变量正交试验设计对缓冲回填材料的岩土性质进行研究后认为,变压实能静力压实法可同时满足室内试验及原位试验研究的目的.

关 键 词:缓冲回填材料  膨润土-砂  制样方法  试验设计
收稿时间:2011/4/14 0:00:00
修稿时间:7/1/2011 12:00:00 AM

Method for Sample Preparation of Buffer/Backfilling Materials in Laboratory
ZHANG Ming,ZHANG Hu yuan,JIA Ling yan and CUI Su li.Method for Sample Preparation of Buffer/Backfilling Materials in Laboratory[J].Journal of Building Materials,2012(5):638-643.
Authors:ZHANG Ming  ZHANG Hu yuan  JIA Ling yan and CUI Su li
Affiliation:Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education, Lanzhou University, Lanzhou 730000, China;Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education, Lanzhou University, Lanzhou 730000, China;Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education, Lanzhou University, Lanzhou 730000, China;Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education, Lanzhou University, Lanzhou 730000, China
Abstract:A complete set of manual sample preparation methods and four compaction methods are proposed, based on the study of the mixing, humidifying, maintenance and compaction of buffer/backfilling materials. Sand was added into bentonite by step by step mixing method firstly. Then the spray on process was employed to achieve the targeted water content. The four compaction methods included dynamic compaction method with constant compaction energy, dynamic compaction method with changing compaction energy, static compaction method with constant compaction energy and static compaction method with changing compaction energy. It is found that the dry density of middle part of the sample is slightly higher than that of entire sample. Different types of samples are proposed to research the geotechnical properties of the mixed material by three variable orthogonal experimental design. It is concluded that the static compaction method with changing compaction energy can meet the requirement for both engineering and experimental research purposes.
Keywords:buffer/backfilling material  bentonite sand mixture  method of sampling  experiment design
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