Study on equivalent strength for crack directors of RCC arch dam based on size effect rule
- ISSN号:0559-9350
- 期刊名称:《水利学报》
- 时间:0
- 分类:TV642.2[水利工程—水利水电工程] TU755.32[建筑科学—建筑技术科学]
- 作者机构:[1]College of Civil Engineering, Liaoning University of Technology, Jinzhou 121001, China, [2]State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China, [3]Physics Department, Shenyang University of Technology, Shenyang 110024, China
- 相关基金:Sponsored by the National Natural Science Foundation of China( Grant No. 50179002, 50709013) and Liaoning Province Dr. Fund( Grant No. 20071025).
关键词:
碾压混凝土拱坝, 尺寸效应, 等强度, 裂缝, 坝基, 断裂韧性, 裂纹, 剩余率, roller compacted concrete (RCC) arch dam, crack director, equivalent strength, fracture toughness, size effect rule
中文摘要:
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