小浪底工程中的关键力学问题
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摘要
黄河小浪底工程规模宏大、地理位置重要、地质条件复杂、运用要求严格、水沙条件特殊，被称为世界上最具挑战性的水利工程之一．坝址区复杂的地质和黄河高含沙水流是小浪底工程技术复杂的主导因素．在土力学和土动力学、岩石力学、结构力学和结构动力学、水工水力学等多个力学领域中解决了关键技术问题，在一定程度上推动了工程力学中的试验分析方法和分析手段的发展．
The Yellow River Xiaolangdi Project is characterized by large scale, important geographic location, complicated geological conditions, strict operational requirements and unique water and sediment regime, thus becomes one of the most challenging water projects in the world. The technical complexity of the project is mainly due to its complicated geological conditions and high sediment concentration of the Yellow River flow. Major technical problems have been solved in the fields of soil mechanics and soil dynamics, rock mechanics, structural mechanics and structural dynamics and water engineering hydraulics and have also pushed forward the development of the testing and analysis methods in engineering mechanics.
The Yellow River Xiaolangdi Project is characterized by large scale, important geographic location, complicated geological conditions, strict operational requirements and unique water and sediment regime, thus becomes one of the most challenging water projects in the world. The technical complexity of the project is mainly due to its complicated geological conditions and high sediment concentration of the Yellow River flow. Major technical problems have been solved in the fields of soil mechanics and soil dynamics, rock mechanics, structural mechanics and structural dynamics and water engineering hydraulics and have also pushed forward the development of the testing and analysis methods in engineering mechanics.
引文
1林秀山.小浪底水利枢纽在黄河治理开发中的地位及任务,见:黄河小浪底水利枢纽文集.黄河水利出版社,1997
2刘丰收,李金都,李松海.小浪底水利枢纽工程地质条件及工程地质问题综述.见:黄河小浪底水利枢纽文集.黄河水利出 版社,1997
3林秀山,小浪底水利枢纽的设计思想及设计特点.见:黄河小浪底水利枢纽文集.黄河水利出版社,1997
4涂启华,张俊华,曾芹.小浪底水库减淤运用方式及作用.见:黄河小浪底水利枢纽文集.黄河水利出版社,1997
5李治明.小浪底水利枢纽主坝坝体设计,见;黄河小浪底水利枢纽文集.黄河水利出版社,1997
6林秀山,沈凤生.小浪底大坝的设计特点及施工新技术.中国水利, 2000(5)
7潘恕,沈凤生,杨宗茂,耿晔.小浪底斜心墙堆石坝的地震反应分析.人民黄河,1994,16(8)
8沈凤生,潘恕,甘宪章.小浪底土石坝三维地震反应分析.人民黄河,1995,17(6)
9沈凤生.深覆盖层心墙堆石坝的抗震特性研究.见:中国青年学者岩土工程力学及其应用讨论会论文集.北京:科学出版 社,1994
10 Taniguchi E, Whitman RV, Mars WA. Prediction of earthquake induced deformation of earth dams. Soils andFoundations, 1983, 23(4): 126-132
11沈凤生,冀春楼,李斌,郭朝文,小浪底高边坡稳定分析研究.岩土工程学报,1998, 20(2)
12 Lin Xiushan, Shen Fengsheng. Stability Analysis for Underground Powerhouse and Tunnels of Xiaolangdi Multipurpose Dam Project. In: Challenges for the 21st Century, Balkema, Rotterdam, 1999: 721-728
13沈凤生·小浪底水利枢纽地下工程围岩稳定分析研究.岩石力学与工程学报,1999,18(增):1151～1155
14林秀山,沈凤生.小浪底工程后张法无粘结预应力隧洞衬砌技术研究与实践.黄河水利出版社,1999
15林秀山,沈凤生.黄河小浪底水利枢纽排沙洞后张法预应力混凝土衬砌的设计研究.水利水电科技进展,1999,19(4):2～5
16林秀山,沈凤生.小浪底水利枢纽孔板泄洪消能研究.水利水电技术,2000,31(1):52～54
2刘丰收,李金都,李松海.小浪底水利枢纽工程地质条件及工程地质问题综述.见:黄河小浪底水利枢纽文集.黄河水利出 版社,1997
3林秀山,小浪底水利枢纽的设计思想及设计特点.见:黄河小浪底水利枢纽文集.黄河水利出版社,1997
4涂启华,张俊华,曾芹.小浪底水库减淤运用方式及作用.见:黄河小浪底水利枢纽文集.黄河水利出版社,1997
5李治明.小浪底水利枢纽主坝坝体设计,见;黄河小浪底水利枢纽文集.黄河水利出版社,1997
6林秀山,沈凤生.小浪底大坝的设计特点及施工新技术.中国水利, 2000(5)
7潘恕,沈凤生,杨宗茂,耿晔.小浪底斜心墙堆石坝的地震反应分析.人民黄河,1994,16(8)
8沈凤生,潘恕,甘宪章.小浪底土石坝三维地震反应分析.人民黄河,1995,17(6)
9沈凤生.深覆盖层心墙堆石坝的抗震特性研究.见:中国青年学者岩土工程力学及其应用讨论会论文集.北京:科学出版 社,1994
10 Taniguchi E, Whitman RV, Mars WA. Prediction of earthquake induced deformation of earth dams. Soils andFoundations, 1983, 23(4): 126-132
11沈凤生,冀春楼,李斌,郭朝文,小浪底高边坡稳定分析研究.岩土工程学报,1998, 20(2)
12 Lin Xiushan, Shen Fengsheng. Stability Analysis for Underground Powerhouse and Tunnels of Xiaolangdi Multipurpose Dam Project. In: Challenges for the 21st Century, Balkema, Rotterdam, 1999: 721-728
13沈凤生·小浪底水利枢纽地下工程围岩稳定分析研究.岩石力学与工程学报,1999,18(增):1151～1155
14林秀山,沈凤生.小浪底工程后张法无粘结预应力隧洞衬砌技术研究与实践.黄河水利出版社,1999
15林秀山,沈凤生.黄河小浪底水利枢纽排沙洞后张法预应力混凝土衬砌的设计研究.水利水电科技进展,1999,19(4):2～5
16林秀山,沈凤生.小浪底水利枢纽孔板泄洪消能研究.水利水电技术,2000,31(1):52～54
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