6.4 Calculations of stress and deformation

所属栏目:水电工程围堰设计

6.4.1 The vertical normal stresses of foundation surface andcofferdam body for concrete gravity cofferdam shall be calculatedaccording to DL/T 5108. When the maximum and minimum verticalnormal stresses are calculated with material mechanics formula, theal ......(本文共 971 字 )     [阅读本文] >>


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