| 隔河岩重力拱坝加固方案地质力学模型试验研究 |
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| 引用本文： | 陈进,赖跃强.隔河岩重力拱坝加固方案地质力学模型试验研究[J].长江科学院院报,1993,10(1):36-43. |
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| 作者姓名： | 陈进 赖跃强 |
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| 作者单位： | 长江科学院材料结构研究所,长江科学院材料结构研究所 |
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| 摘 要： | 本文采用地质力学模型试验技术对清江隔河岩重力拱坝加固方案进行了整体模型试验。通过研究,对大坝及基础的整体安全度有了更进一步的认识,对加固处理措施的效果作出了评价。同时,对拱坝地质力学模型试验技术及超载安全度进行了新的研究和探讨。
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| 关 键 词： | 重力拱坝 坝肩 抗滑稳定 安全度 |
Experimental Study on the Reinforcement Scheme for the Geheyan Gravity-Arch Dam on the Qingjiang River by Means of Geomechanical Model |
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| Chen Jin,Lai Yueqiang.Experimental Study on the Reinforcement Scheme for the Geheyan Gravity-Arch Dam on the Qingjiang River by Means of Geomechanical Model[J].Journal of Yangtze River Scientific Research Institute,1993,10(1):36-43. |
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| Authors: | Chen Jin Lai Yueqiang |
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| Abstract: | Comprehensive model test of reinforcement scheme is performed for Geheyan gravity-arch dam on the Qingjiang River using geomechanical modeling technique. Through experiment, the entity safety margin of the dam and its foundation is further recognized. The effect of the reinforcement measures is evaluated. Besides, geomechanical modeling technique and overload safety factor of arch dam are also studied and approached. |
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| Keywords: | gravity-arch dam dam abutment stability against sliding safety margin |
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