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水布垭大坝河床砂卵石覆盖层强夯处理施工
引用本文:张安平,谭必轩. 水布垭大坝河床砂卵石覆盖层强夯处理施工[J]. 水力发电, 2005, 31(10): 42-44
作者姓名:张安平  谭必轩
作者单位:中国葛洲坝集团公司,湖北,宜昌,443002;中国葛洲坝集团公司,湖北,宜昌,443002
摘    要:水布垭水电站混凝土而板堆石坝坝高233m,采用强务处理河床砂卵石覆盖层作为大坝基础,足200m以上级高坝第一例。强夯处理结果满足设计要求。强夯加同处理的试验、施工与检测,可为今后同类型堆石坝基础处理的设计与施工提供参号。

关 键 词:大坝基础  砂卵石层  强夯加固  检测  水布垭水电站
文章编号:0559-9342(2005)10-0042-03
收稿时间:2005-09-10
修稿时间:2005-09-10

The forced tamping of the overburdens of gravels in the riverbed of the Shuibuya hydroelectric project
Zhang An-ping,Tan Bi-xuan. The forced tamping of the overburdens of gravels in the riverbed of the Shuibuya hydroelectric project[J]. Water Power, 2005, 31(10): 42-44
Authors:Zhang An-ping  Tan Bi-xuan
Affiliation:China Gezhouba Group Co., Yichang Hubei 443002
Abstract:The concrete faced rockfill dam of the Shuibuya Hydropower Station measuring 233 m in height, was constructed on the sand and gravel layers consolidated by foreed tamping. It is the first of dams over 200 m. The foreed ramping meets well the requirement of design. The testing, construction and inspection of the forced tamping operation on this project may be used as reference material for foundation treatment of projects of similar natures.
Keywords:dam foundation   gravel layers   consolidating by forced tamping   inspection   Shuibuya Hydroelectric Station
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