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西藏直孔水电站大坝混凝土防渗墙超前支护成槽试验研究及施工
引用本文:马邦凯,牟兴华,蔡海燕. 西藏直孔水电站大坝混凝土防渗墙超前支护成槽试验研究及施工[J]. 探矿工程, 2005, 32(12): 3-5
作者姓名:马邦凯  牟兴华  蔡海燕
作者单位:中国水电七局;中国水电七局;中国水电七局
摘    要:在西藏直孔水电站松散砂卵石地层混凝土防渗墙成槽施工中,结合坝基水文地质及工程地质特点,创造性地提出了超前支护成槽方案,通过三维应力模拟和渗透试验,结合现场生产试验,对原方案更进一步完善,在施工中加以应用获得了成功。

关 键 词:直孔水电站;超前支护成槽;三维应力模拟;松散砂卵石地层;混凝土防渗墙
收稿时间:2005-06-08
修稿时间:2005-06-08

Test Research and Construction of Concrete Leakage Prevention Wall with Advanced Support
MA Bang-kai,MU Xing-hua and CAI Hai-yan. Test Research and Construction of Concrete Leakage Prevention Wall with Advanced Support[J]. Exploration Engineering:Rock & Soil Drilling and Tunneling, 2005, 32(12): 3-5
Authors:MA Bang-kai  MU Xing-hua  CAI Hai-yan
Affiliation:China 7th Hydroelectricity Bureau;China 7th Hydroelectricity Bureau;China 7th Hydroelectricity Bureau
Abstract:Slot completion with advanced support was creatively bought forward during concrete leakage prevention wall making in loose sand and pebble formation for hydropower, considering hydrogeological and geotechnical characteristics of Dam Foundation. The plan was improved after three dimension stress simulation and permeation test, and during actual construction trials. The application results were excellent.
Keywords:Zhikong Hydropower   slot completion with advanced support   three dimension simulation   loose sand and pebble formation   concrete leakage prevention wall
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