某水电站工程人工堆积砂砾石特性研究与处理
Study of the Engineering Characteristics of the Artificial Accumulated Sand-Gravel in a Hydropower Station and the Treatment Measures
张方涛 1张著彬 1李锐 1黄继平1
作者信息
- 1. 湖北省水利水电规划勘测设计院有限公司,湖北 武汉 430070
- 折叠
摘要
汉江新集水电站泄水闸地基部分因人工堆积砂砾石而扰动,为确定其工程特性,基于常规勘察手段并综合运用室内大型压缩试验、三轴剪切试验、渗透变形试验及原位大型抗剪强度试验,系统研究了人工堆积砂砾石层的物理、力学及渗透特性,取得了较为安全、可靠的岩土参数,为工程设计、施工提供了重要技术支撑,制定了较为经济、合理的处理措施.可供类似工程地质条件的勘测、设计与施工借鉴.
Abstract
The foundation of the spillway gates in Xinji Hydropower Station in Hanjiang River is disturbed due to the ar-tificial accumulated sand-gravel.Based on the conventional survey methods and the comprehensive application of the la-boratory large-scale compression tests,tri-axial shear tests,seepage deformation tests and the in-situ large-scale shear strength tests,the physical,mechanical and seepage characteristics of the artificial accumulated sand-gravel layer are studied systematically.Reliable geotechnical parameters are obtained,which provide important technical support for en-gineering design and construction.Also,economical and reasonable treatment measures are proposed.The results can be useful reference for the survey,design and construction of projects with similar geological conditions.
关键词
水电站/人工堆积砂砾石/工程特性/综合运用Key words
hydropower station/artificial accumulated sand-gravel/engineering characteristics/comprehensive applica-tion引用本文复制引用
出版年
2024
NETL
NSTL
万方数据