摘要
本文针对土石坝水库安全鉴定和除险加固工程勘察中出现的坝体填筑黏土料的压实度超过100%的现象,结合大量工程案例,从水库建设、运行、勘察检测手段和室内试验等多方面进行原因分析和评价,为处理土石坝水库在设计、建设以及安全鉴定和除险加固中遇到的填筑黏土料压实度问题提供参考。
This paper analyzes the phenomenon of clay material compaction degree exceeding 100%in the construction of earth-rock fill dams for reservoirs,particularly in the context of safety assessments and risk mitigation projects.Drawing from numerous engineering cases,the analysis and evaluation encompass various aspects,including reservoir construction,operation,surveying and testing methods,and laboratory experiments.The aim is to provide insights and guidance for solving the issue of clay material compaction in the design,construction,safety assessments,and risk mitigation efforts related to earth-rock fill dam reservoirs.
作者
李振江
姜梦圆
LI Zhenjiang;JIANG Mengyuan(Jinhua Water Conservancy and Hydropower Survey and Design Institute Co.,Ltd.,Jinhua 321000,China;Zhejiang Chemical Engineering Geological Survey Institute Co.,Ltd.,Hangzhou 310000,China)
出处
《水利建设与管理》
2024年第1期23-26,22,共5页
Water Conservancy Construction and Management
关键词
压实度
土石坝水库
填筑黏土
compaction degree
earth-rock fill dam
clay material
作者简介
李振江(1983-),男,硕士,工程师,主要从事工程地质和水文地质勘察方面的研究工作。
