佛山和北公路平胜大桥北引桥DS07标N40-2#桩自平衡静载试验报告表1-1试桩N40-2#加载轴力表（单位：kN）（第1次试验）荷载编号桩顶（-1.5m）截面1（-10.57m）截面2（-12.97m）截面3（-17.17m）截面4（-22.27m）荷载箱（-23.00m）10.0038.1857.2784.00616.22670.0020.0091.24136.86200.74919.731000.0030.00152.65228.97335.831223.241330.0040.00251.83377.74554.021535.951670.0050.00343.50515.26755.711839.462000.0060.00467.51701.271028.522142.982330.0070.00617.51926.261358.522455.682670.0080.00788.341182.511734.352759.203000.0018佛山和北公路平胜大桥北引桥DS07标N40-2#桩自平衡静载试验报告图1-1试桩N40-2#加载轴力分布图（第1次试验）19-25-20-15-10-500500100015002000250030003500轴力(kN)标高(m)2×670kN2×1000kN2×1330kN2×1670kN2×2000kN2×2330kN2×2670kN2×3000kN佛山和北公路平胜大桥北引桥DS07标N40-2#桩自平衡静载试验报告表1-2试桩N40-2#分层土摩阻力（单位：kPa）（第1次试验）荷载编号－1.5m~－10.57m－10.57m~－12.97m－12.97m~－17.17m－17.17m~－22.27m－22.27m~－23.00m10.891.691.3522.1515.6322.134.033.2329.9223.3333.576.755.4036.9231.0345.8911.138.9140.8638.9758.0415.1912.1545.0946.67610.9420.6716.5346.3754.37714.4527.3021.8445.6562.30818.4434.8527.8842.6470.0020佛山和北公路平胜大桥北引桥DS07标N40-2#桩自平衡静载试验报告图1-2试桩N40-2#桩侧摩阻力深度分布图（第1次试验）表1-3试桩N40-2#桩侧摩阻力-位移表（单位：kPa，mm）（第1次试验）21-25-20-15-10-500.0020.0040.0060.0080.00桩侧摩阻力(kpa)标高(m)2×670kN2×1000kN2×1330kN2×1670kN2×2000kN2×2330kN2×2670kN2×3000kN佛山和北公路平胜大桥北引桥DS07标N40-2#桩自平衡静载试验报告荷载编号－1.5m~－10.57m－10.57m~－12.97m－12.97m~－17.17m－17.17m~－22.27m－22.27m~－23.00m位移摩阻力位移摩阻力位移摩阻力位移摩阻力位移摩阻力10.590.890.601.690.601.350.6122.150.6415.6321.162.131.174.031.173.231.2029.921.2323.3331.863.571.876.751.895.401.9236.921.9731.0342.415.892.4311.132.458.912.5140.862.5738.9758.448.048.4715.198.5012.158.5745.098.6546.67618.5710.9418.6020.6718.6416.5318.7346.3718.8354.37734.7414.4534.7927.3034.8421.8434.9645.6535.0662.30843.6718.4443.7334.8543.8027.8843.9442.6...
