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基于不同土体滑动面形态的基础抗拔“剪切法”计算参数 A1和A2的统一理论公式
鲁先龙
Unified Theoretical Formula of Parameters A1 and A2 for Shearing Method of Foundation Uplift Calculation at Different Soil Failure Plane Morphology
Xian-Long LU
电力建设 . 2012, (12): 6 -10 .