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三峡工程左岸开挖卸荷对3号机组坝段坝基岩体的影响
引用本文:蔡德所,许文年,罗先启.三峡工程左岸开挖卸荷对3号机组坝段坝基岩体的影响[J].水力发电,2000(3).
作者姓名:蔡德所  许文年  罗先启
作者单位:武汉水利电力大学,湖北,宜昌,443002
摘    要:基于卸荷岩体力学理论 ,研究了开挖卸荷对三峡工程 3号机组坝段坝基—边坡组合体整体位移的影响 ,对坝基节理裂隙岩体的劣化作用 ,同时研究了加固效果。结果表明 ,边坡整体位移量值同实测结果较吻合。文中提出的加固措施效果明显 ,但开挖卸荷对节理裂隙的影响范围和程度需作进一步的研究

关 键 词:三峡工程  节理裂隙岩体  卸荷岩体力学

The excavation unloading in the left bank of the Three Gorges Project impacts on the rock body in the dam foundation of No. 3 generating unit
CAI De-suo,XU Wen-nian,LUO Xian-qi.The excavation unloading in the left bank of the Three Gorges Project impacts on the rock body in the dam foundation of No. 3 generating unit[J].Water Power,2000(3).
Authors:CAI De-suo  XU Wen-nian  LUO Xian-qi
Affiliation:Wuhan University of Hydraulic Engineering and Electricity
Abstract:Based on the unloading rock mechanics, the impacts of excavation unloading in the left bank of the Three Gorges Project on the rock body in the dam foundation of No 3 generating unit, that is, the impacts on the integral displacement of the composite body, have been studied Meanwhile its impacts on the worsening of the joint crack rock in the dam foundation also have been studied and its corresponding reinforcement measures have been put forward The results show that the integral displacement value of side slope tallies with its actual measurement and the reinforcement measures put forward in this paper have good effectiveness But the impact ranges and degrees of excavation unloading on joint cracks of the rocks should be further studied
Keywords:Three Gorges Project  joint  crack rock  unloading rock mechanics
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