An entire model simulating concrete construction process in combination with the concrete pouring without longitudinal, joints of the Three Gorges Project spillway dam is established.
对三峡工程泄洪坝段混凝土通仓浇筑，建立了模拟混凝土施工过程的整体模型。
The paper focuses on the key and difficult technical problem of crest overflow of concrete face rockfill dam, analyses and researches spillway on dynamical and static stability.
本文针对溢流混凝土面板堆石坝坝顶溢流的关键技术难题，分析研究了溢洪道的静力和动力稳定性。
The Xiaoshan Hydropower Station consists of reinforced concrete face rockfill dam, bank spillway, diversion system and power house.
小山水电站工程由钢筋混凝土面板堆石坝、岸坡溢洪道、引水系统及发电厂房组成。
Yangmingsha Hydropower station dam is a C15 small size aggregate concrete stone masonry double curvature arch dam with crest spillway and flip buckets for energy dissipation.
阳明山水电站拦河坝采用C15细石混凝土砌石双曲拱坝，坝顶表孔泄洪，挑流消能。
The application of carbon fiber textile is explained by an engineering example that the cracked concrete side pier of a spillway dam is strengthened with this material.
以某水库溢流坝边墩局部开裂的补强加固为例，介绍了采用条状的碳纤维布增强闸边墩混凝土的新技术。
Roller compacted concrete (RCC) will be used in section no. 6-no. 15 of the spillway dam, section no. 5 of the non - overflow dam near the left side bank and the left guide wall of Wan 'an Project.
万安水电站二期主体工程溢流坝6 ~15坝段、左岸非溢流坝5坝段和左导墙部分拟采用碾压混凝土筑坝技术。
The local fractures in gate pier of dam occur while the thermo stresses exceed the tensile strength of concrete, and sometimes, some fractures can extend from dam top to the spillway surface.
当温度拉应力大于混凝土的抗拉强度时，混凝土大坝闸墩会产生局部裂缝，严重时导致大坝闸墩产生贯穿性裂缝。
The research about the section design, the treatment of spillway section and the anti-seepage system of overflow concrete face rockfill dam that is constructed on the rock foundation is performed.
本文主要探讨岩基上溢流面板堆石坝的断面设计、溢流段的处理和防渗系统。
Through finite element method calculation, we analyse the stress and stability of the bank spillway concrete structure in bad conditions for the dam of Yanzhangxi (1) Water Power Station in Longquan.
通过有限元计算，分析龙泉市岩樟溪一级电站拦河坝在最不利工况时对岸坡溢洪道结构的应力和稳定的影响。
Through finite element method calculation, we analyse the stress and stability of the bank spillway concrete structure in bad conditions for the dam of Yanzhangxi (1) Water Power Station in Longquan.
通过有限元计算，分析龙泉市岩樟溪一级电站拦河坝在最不利工况时对岸坡溢洪道结构的应力和稳定的影响。
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