The results show that pile efficacy is significantly affected by piles interval, embankment height, cap size and pile-subsoil stiffness ratio, while shear modulus of embankment fill has less effect and geotextile strength has a little effect.
英
美
- 結果表明:樁間距、路堤高度、托板寬度及樁土相對剛度對樁體荷載分擔比影響較大,路堤填土剪切模量的影響次之,而水平加筋體拉伸強度的影響很小。