摘要
胶凝砂砾石坝作为一种新坝型首次在我国永久工程守口堡水库中采用。本文对大坝断面形式、上下游坡比、稳定应力标准及胶凝砂砾石材料设计强度要求进行了初步研究,并提出了合理的设计断面,旨在为同类工程设计提供参考。
As a new type of dam structure,the cemented sand-gravel dam is firstly adopted for the construction of a permanent works in China——the dam of Shoukoubao Reservoir;for which the section type,the upstream and downstream slope ratios,stability stress criteria and the requirement on the design strength of the cemented sand-gravel material are preliminarily studied herein,and then a reasonable design section is put forward as well,so as to provide a reference for the similar projects concerned.
出处
《水利水电技术》
CSCD
北大核心
2012年第6期39-43,共5页
Water Resources and Hydropower Engineering
关键词
守口堡水库
胶凝砂砾石坝
断面尺寸
坡比
Shoukoubao Reservoir
cemented sand-gravel dam
section size
slope ratio
