所属栏目:土石筑坝材料碾压试验
9.4.1 The vertical load should be applied according to arithmeticprogression or geometric progression respectively. The maximumvertical pressure should be 1.2 times of the design value.9.4.2 For specimen without consolidation requirement, applyvertical lo ......(本文共 698 字 ) [阅读本文] >>