A.5mm B.6mm C.8mm D.10mm
A.45°;1/2 B.90°;1/3 C.45°;1/3 D.90°;1/2
A.1.10 B.1.20 C.1.30 D.1.40
A.累计桩顶上拔量超过10mm B.桩顶上拔荷载达到钢筋强度标准值的0.9倍 C.桩顶上拔量大于前一级上拔荷载作用下上拔量的5倍 D.工程桩验收时,达到设计要求的最大上拔荷载值
A.4m B.6m C.8m D.12m
A.1000mm B.9000mm C.1mm D.9mm