所屬欄目:水電工程圍堰設計
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 ) [閱讀本文] >>