Analogical project comparative study of safety evaluation for Xiaowan arch dam

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering

Volumn 27, Issue 10, 2008, Pages 2027-2033

  Jin, Feng ^a   Hu, Wei ^a   Zhang, Chuhan ^a   Wang, Jinting ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Comparative study; High arch dam; Hydraulic engineering; Ultimate bearing capacity

Indexed keywords

ARCH DAMS; ARCHES; BEARINGS (STRUCTURAL); CONCRETE CONSTRUCTION; CONCRETE DAMS; DAMS; FINITE ELEMENT METHOD; FLUID MECHANICS; HYDRAULIC STRUCTURES; HYDRAULICS; REINFORCEMENT; SAFETY ENGINEERING; SHORE PROTECTION; UNLOADING; WELDS;

ALTERATION ZONES; COMPARATIVE STUDIES; COMPARATIVE STUDY; DAM BODIES; FINITE ELEMENT MODELS; FINITE ELEMENT SOFTWARES; HIGH ARCH DAM; HIGH ARCH DAMS; HYDRAULIC ENGINEERING; MATERIAL MODELS; MESH SIZES; NORMAL OPERATIONS; SAFETY EVALUATIONS; SAFETY MARGINS; STANDARD DESIGNS; ULTIMATE BEARING CAPACITIES; ULTIMATE BEARING CAPACITY; UNLOADING ZONES; XIAOWAN ARCH DAMS;

BEARING CAPACITY;

EID: 56149118029     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

1. Laginha S J, Clough R W. Arch dams, international workshop on arch dams, Coimbra, Portugal[M]. [S. l.]: A. A. Balkema, 1990: 1-7.
2. Li Zan, Chen Fei, Zheng Jianbo, et al. Analysis and Studies of Project and Major Technical Issues of Super-High Arch Dams[M]. Beijing: China Electric Power Press, 2004.(in Chinese)
3. Yang Ruoqiong, Zhou Weiyuan, Chen Xin, et al. An effective method for evaluating ultimate bearing capacity of arch dam [J]. Journal of Hydraulic Engineering, 2002, 33(11): 60-65.(in Chinese)
4. Fu Zuoxin, Qian Xiangdong, Zheng Xiong. Analysis of limit bearing capacity of arch dams[J]. Journal of Hohai University, 1991, 19(5): 25-31.(in Chinese)
5. Zhou Weiyuan, Lin Peng, Yang Ruoqiong, et al. The geomechanical model test and its application to high arch dam[M]. Beijing: China Water Power Press, 2008.(in Chinese)
6. Zhang Lin, Liu Xiaoqiang, Chen Jianye, et al. The geomechanical model test on stability of arch dam abutment under complex geological conditions [J]. Journal of Sichuan University (Engineering Science), 2004, 36(6): 1-5.(in Chinese)
7. Zhou Weiyuan, Huang Yansong, Lin Peng. Three-dimensional element-free Galerkin method and its application to analysis of arch dams[J]. Journal of Hydraulic Engineering, 2005, 36(6): 644-649.(in Chinese)
8. Zhang Chong, Hou Yanli, Jin Feng, et al. Analysis of arch dam-abutment stablility by 3D deformable distinct elements [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(6): 1226-1232.(in Chinese)
9. Ren Qingwen. Status quo and problems on safety analysis of high arch dam[J]. Journal of Hydraulic Engineering, 2007, 38(9): 1023-1031.(in Chinese)
10. Luan Maotian, Wu Yajun, Nian Tingkai. A criterion for evaluating slope stability based on development of plastic zone by shear strength reduction FEM[J]. Journal of Disaster Prevention and Mitigation Engineering, 2003, 23(3): 1-8.(in Chinese)
11. Zhou Yuande, Chen Guanfu, Yin Xianjun, et al. Cracking analysis of high arch dam heel by engineering analogical method [J]. Journal of Hydroelectric Engineering, 2001, 20(1): 19-25.(in Chinese)
12. Yang Jian, Wang Jinting, Wang Jihuan, et al. Feedback analysis of material parameters of Ertan Arch Dam and its foundation rock [J]. Journal of Hydroelectric Engineering, 2008, 27(2): 78-83.(in Chinese)
13. Huang Yun, Jin Feng, Wang Guanglun, et al. Stability and propagation of cracks at the heel of high arch dams[J]. Journal of Tsinghua University (Science and Technology), 2002, 42(4): 555-559.(in Chinese)
14. Feng L, Pekau O A, Zhang C H. Cracking analysis of arch dams by 3D boundary element method [J]. Journal of Structural Engineering, ASCE, 1996, 122(6): 691-699.
15. The Professional Standards Compilation Group of People's Republic of China. SL282-2003 Concrete arch dam design standard [S]. Beijing: China Water Power Press, 2003.(in Chinese)