混凝土面板堆石坝设计经验法  

Empirical Method for Design of Concrete Face Rockfill Dam

作　　者：曹克明[1] 徐建军[1] 曹希卓[1] CAO Keming XU Jianjun CAO Xizhuo(East China Design and Investigation Institute, Hangzhou 310014, China)

机构地区：[1]中国电建华东勘测设计研究院有限公司,浙江省杭州市310014

出　　处：《水电与抽水蓄能》2017年第1期6-12,共7页Hydropower and Pumped Storage

摘　　要：本文所提出的经验公式,采用限制面板蓄水引起的稳定挠度及其要求的堆石压缩模量,限制面板压应力,以达到防止垂直缝面板发生挤压破坏的目的。本文还利用这些公式,探讨了使用石灰岩坝料建造300m高面板坝的可能性。The derived empirical formulas in this paper, can be used for estimating stable face slab deflection induced by reservoir water load for giving dam height and measured rockfill compressive modulus, and a critical rockfill compressive modulus and deflection are required to avoid face slab crushing along vertical joints for giving dam height and valley shape. A required porosity vs dam height empirical formula has been established for lime rockfill dam.

关 键 词：经验公式 面板蓄水引起稳定挠度经验公式及临界挠度公式 已建成面板坝垂直缝面板的抗挤压破坏的安全度 

分 类 号：TV641[水利工程—水利水电工程]