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粗粒土动力残余变形计算模型的研究进展

Research progress on dynamic residual deformation characteristics of coarse-grained soil

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【作者】 翟亦民刘斌云朱凯斌刘小生

【Author】 ZHAI Yimin;LIU Binyun;ZHU Kaibin;LIU Xiaosheng;College of Architecture and Civil Engineering,Beijing University of Technology;Institute of Geotechnical Engineering,China Institute of Water Resources and Hydropower Research;

【通讯作者】 刘小生;

【机构】 北京工业大学建筑工程学院中国水利水电科学研究院岩土工程研究所

【摘要】 地震残余变形是评价土石坝抗震安全性能的重要指标,作为土石坝筑坝材料的粗粒土的残余变形特性又是抗震安全评价的基础。本文在国内外有关研究进展进行分析和评述的基础上,考察了诸如密度、颗粒级配、固结应力状态、动荷载幅值和排水条件等因素对土石料残余变形特性的影响,指出土的应力历史、颗粒级配、几何形状及母岩强度以及排水条件等影响因素研究资料还很缺乏,还有待开展研究;对目前几个应用较为广泛的残余变形模型以及存在问题进行了分析,并提出了进一步改进的建议。

【Abstract】 The earthquake residual deformation is an important index to evaluating the seismic safety perfor-mance of earth-rock dams. According to the researches in the field, the influence of the main factorswhich plays an important role in the residual deformation characteristics of earth-rock materials was ana-lyzed in this paper,such as density,particle gradation,consolidation stress state,dynamic load amplitudeand drainage condition. It is pointed out that there is shortage of the researches of soil stress history,parti-cle gradation,geometrical shape,rock strength and drainage condition,and it is necessary to do further re-search. The problems of residual deformation models have been analyzed and some suggestions. have beenput forward.

【基金】 国家重点研发计划课题(2016YFC0401601);国家自然科学基金项目(51509272,51679264);水利部公益性行业科研专项(201501035);中国水利水电科学研究院基本科研业务费项目(GE0145B292017)
  • 【文献出处】 中国水利水电科学研究院学报 ,Journal of China Institute of Water Resources and Hydropower Research , 编辑部邮箱 ,2018年06期
  • 【分类号】TV641;TV312
  • 【被引频次】4
  • 【下载频次】214
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