长江科学院院报 ›› 2015, Vol. 32 ›› Issue (11): 52-54.

• 岩土工程 • 上一篇    下一篇

用砂泥岩风化料作心墙防渗土料的性能研究

刘家伟   

  1. 云南省水利水电勘测设计研究院,昆明 650021
  • 收稿日期:2014-05-21 修回日期:2014-06-24 出版日期:2015-11-20 发布日期:2015-11-05
  • 作者简介:刘家伟(1972-),男,云南建水人,高级工程师,主要从事水利水电工程试验检测工作,(电话)0871-65017655(电子信箱)952281727@qq.com。

Research on Properties of Weathered Sandstone and Mudstone as Impervious Soil for Central Core

LIU Jia-wei   

  1. Yunnan Institute of Water & Hydropower Engineering Investigation,Design and Research,Kunming 650000, China
  • Received:2014-05-21 Revised:2014-06-24 Published:2015-11-20 Online:2015-11-05

摘要: 楚雄州青山嘴水库工程为了优化大坝工程设计,改善大坝心墙填筑料的施工条件,降低工程造价,拟采用全强风化砂泥岩作心墙防渗土料使用,但砂岩及强风化料的掺入比例过高会影响土料的防渗效果。为了确定合适的砂岩及强风化料掺合比例,了解和掌握全强风化砂泥岩混合料的性能,把砂岩和强风化料按不同比例掺配组合进行试验研究,通过试验确定了全强风化砂泥岩混合料可以作心墙防渗土料使用,以强风化料所占比例小于60%,砂岩所占比例小于25%为宜,并总结了用砂泥岩风化料作心墙防渗土料使用应注意的技术问题。

关键词: 砂泥岩风化料, 渗透系数, 心墙防渗, 掺合比例, 击实功能

Abstract: In order to optimize the design of the dam project, improve the construction conditions of filling material of central core, and reduce project cost, we used entirely or strongly weathered sandstone and mudstone as impervious soil in Qingshanzui reservoir ,which is in Chuxiong state of Yunnan province. But the efficiency of seepage control will be affected by excessive mixture ratio of strongly weathered sandstone and mudstone.For the purpose of determining appropriate mixture ratio and finding properties of sandstone and strongly weathered material, we carried out several experiments, in which sandstone and strongly weathered material were mixed under different ratios. Through experiments, results show that, entirely or strongly weathered mixtures of sandstone and mudstone can be used as anti-seepage soil material for central core, and the rational mixture ratio for strongly weathered material is less than 60%, with sandstone less than 25%. Finally, several important technical issues are summarized for the forementioned material.

Key words: mixtures of sandstone and mudstone, permeability coefficient, anti-seepage of cenral core;mixture ratio, compaction effort

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