所屬科目:研究所、轉學考(插大)◆土壤力學及基礎工程
2) In-situ stress (4%) As shown below, a 9-m-thick layer of saturated clay is underlain by a layer of sand. Calculate the maximum depth of cut H that can be made in the clay layer?
4) Soil strength (10%) The result of two CD triaixial tests is as follows:σ3 = 70 kPa, deviator stress at failure = 130 kPa;σ3 = 160 kPa, deviator stress at failure = 223.5 kPa; please find c andΦ
8) 25% 某臨海工業區之水力回填砂質地盤,地盤之剖面分佈與參數如下圖所示。現設一椿徑為1m,長度為30m之打擊式基樁,試以β法估計其樁周摩擦承載力,(假設樁周摩擦強度之臨界深度為=15D)。以樁底承載力公式
,估算其樁底承載力。並計算其單椿極限承載 力。(25分:請考慮深度效應)