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碾压混凝土的渗透规律试验研究
引用本文:刘俊勇,速宝玉,詹美礼,舒世馨,张祝添. 碾压混凝土的渗透规律试验研究[J]. 人民珠江, 2000, 0(1): 12-14
作者姓名:刘俊勇  速宝玉  詹美礼  舒世馨  张祝添
作者单位:1. 水利部珠江水利委员会科研所,广东,广州,510611
2. 河海大学水电学院,江苏,南京,210098
基金项目:国家自然科学基金资助项目(59879004);水利部水利技术开发基金资助项目(97472603)
摘    要:根据国内某碾压混凝土工程坝体芯样渗透特性试验成果,对碾压混凝土渗透特性规律进行了总结评述。认为在持续水头作用下,碾压混凝土的渗透具有时效自密性;高水头作用下的碾压混凝土可能存在偏达西流现象。

关 键 词:碾压混凝土 渗透试验 时效自密性 达西流
文章编号:1001-9235(2000)01-0012-03
修稿时间:1999-10-20

Experimental Study on the Percolation Law of RCC
LIU Jun-yong,SU Bao-yu,ZHAN Mei-li,SHU Shi-xing,ZHANG Zhu-tian. Experimental Study on the Percolation Law of RCC[J]. Pearl River, 2000, 0(1): 12-14
Authors:LIU Jun-yong  SU Bao-yu  ZHAN Mei-li  SHU Shi-xing  ZHANG Zhu-tian
Affiliation:LIU Jun-yong ;(Scientific Research Institute of PRWRC, Guangzhou 510611, China);SU Bao-yu ,ZHAN Mei-li ,SHU Shi-xing ,ZHANG Zhu-tian ;(College of Hydroelectric Engineering, Hohai University, Nanjing 210098, China)
Abstract:Based on the results of percolation test for core samples from a certain roller compact concrete dam in China, this paper presents a summary review on the law of precolation features of roller compact concrete. It concludes that percolation of roller compact concrete is of self - compactness by time effect under continuous action of water head and there may exist partial Darcy flow regime in roller compact concrete under high water head.
Keywords:roller compact concrete  core sample  self - compactness by time effect  Darcy flow regime
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