首页 | 本学科首页   官方微博 | 高级检索  
     

多边界条件下缓冲/回填材料的膨胀特性
引用本文:李胜杰,唐朝生,王东伟,陈志国,施斌.多边界条件下缓冲/回填材料的膨胀特性[J].岩土工程学报,2019,41(4):700-706.
作者姓名:李胜杰  唐朝生  王东伟  陈志国  施斌
作者单位:南京大学地球科学与工程学院,江苏 南京 210023
基金项目:国家自然科学基金项目(41572246,41772280); 优秀青年科学基金项目(41322019); 国家自然科学基金重点项目(41230636); 江苏省自然科学基金项目(BK20171228、BK20170394); 中央高校基本科研业务费专项资金项目(2015-2020)
摘    要:高放废物处置库中缓冲/回填材料的膨胀特性是评价其屏障性能的关键因素。受试验仪器等条件的限制,以往的膨胀试验基本都是在恒体积和恒应力这两种极端边界条件下开展的,无法有效反映处置库中的复杂应力–应变环境。研发了一套新型的多边界条件膨胀仪,集成了恒体积、恒应力和柔性等刚度3种边界条件。利用该膨胀仪对中国高庙子(GMZ)缓冲/回填材料开展了一系列膨胀试验,分析了边界条件对试样膨胀特性的影响。结果表明:研发的多边界条件膨胀仪具有操作简单、性能稳定等特点,能有效地模拟各种边界条件;边界条件对试样膨胀指标具有重要影响,对应的最终膨胀力关系为:恒体积柔性等刚度恒应力边界条件,最终膨胀率关系为:恒应力柔性等刚度恒体积边界条件;膨胀平衡极限(SEL)曲线可作为评价土体在复杂边界条件下水化时的最终体变和膨胀力的参考。研究结果对进一步认识土体的膨胀特性和指导高放废物处置库中缓冲/回填材料的设计具有一定参考意义。

关 键 词:核废物地质处置  缓冲/回填材料  多边界条件膨胀仪  膨胀特性  边界条件  SEL曲线  
收稿时间:2018-01-09

Effects of boundary conditions on swelling behavior of buffer/backfill materials
LI Sheng-jie,TANG Chao-sheng,WANG Dong-wei,CHEN Zhi-guo,SHI Bin.Effects of boundary conditions on swelling behavior of buffer/backfill materials[J].Chinese Journal of Geotechnical Engineering,2019,41(4):700-706.
Authors:LI Sheng-jie  TANG Chao-sheng  WANG Dong-wei  CHEN Zhi-guo  SHI Bin
Affiliation:School of Earth Sciences and Engineering, Nanjing University, Nanjing 210023, China
Abstract:The swelling behavior of buffer/backfill materials in high-level radioactive waste (HLW) repository is one of the significant indices evaluating their buffer/backfill properties. Due to the limitations of test apparatus, most of the previous swelling tests are performed under two simple extreme boundary conditions of constant volume (CV) and constant mean stress (CMS), which can not effectively reflect the complex stress-strain state in the repository. A new set of multi-boundary conditions dilatometer is designed to carry out a series of swelling tests under CV, CMS and constant stiffness (CS) boundary conditions. Based on this custom-made test apparatus, the swelling behavior of GMZ buffer/backfill materials is tested under complex boundary conditions. The results indicate that the developed test apparatus has the advantages of simple operation and stable performance, which can effectively stimulate various boundary conditions. The boundary conditions have an important influence on the ultimate swelling indices of samples. More specifically, the relationship between various boundary conditions and the corresponding swelling pressure is CV > CS > CMS, and the relationship between these conditions and the corresponding swelling strain is CMS > CS > CV. The swelling equilibrium limit (SEL) curve can be used as a reference for predicting the ultimate swelling strain and pressure of soils during hydration under complex boundary conditions. The test results have certain reference significance for further understanding the swelling behavior and guiding the design of buffer/backfill materials in HLW repository.
Keywords:nuclear waste geological disposal  buffer/backfill material  multi-boundary condition dilatometer  swelling behavior  boundary condition  SEL curve  
本文献已被 CNKI 等数据库收录!
点击此处可从《岩土工程学报》浏览原始摘要信息
点击此处可从《岩土工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号