所屬欄目:土石筑壩材料碾壓試驗
8.4.1 Apply load level by level. Load increment of every level shallbe 1/10 to 1/8 of the estimated ultimate load.8.4.2 Successive load application shall be adopted. Measuresettlement after each load increment. Interval for settlementobservation after eve ......(本文共 1788 字 ) [閱讀本文] >>