金乐滑坡工程滑块分析计算工程1号滑块潜在滑面3

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1、表1qzhm3的条块数据和剩余推力计算结果表条块编号水平距离(m)顶面坐标(m)水面坐标(m)地面坐标(m)C(kPa)φ(º)滑块重量(kN/m)剩余推力(kN/m)工况5（稳定性系数K=1.09）安全系数(F=1.15)治理后　273.52107.60107.60107.60　　　0001264.14102.6887.7387.732121.01529.42731.81763.87763.872257.3599.1679.3079.302121.02577.931882.421952.231952.233253.3297.0777.1575.

2、761719.51808.682424.282519.812519.814249.7395.1675.7573.001719.51710.762903.963023.773023.775244.2690.8073.3669.231719.52629.433560.673717.293717.296240.3484.0771.7266.731719.51682.183919.814099.833613.567234.8474.6369.6363.331719.51750.224280.234483.933483.938222.9474.7664.9

3、856.201719.53969.495129.245383.054383.059213.5174.7461.4750.771719.54471.046051.816360.654511.2510200.2474.7856.9344.631719.57995.336980.437390.025540.6211194.6072.0654.7542.163320.03770.777319.447782.305932.9012187.9368.1852.5939.483320.04352.057535.868060.156210.7413175.136

4、1.7848.2834.823320.07952.517818.778455.286605.8814147.3752.5439.7125.623320.016730.588054.158927.657078.2515122.1845.5132.1317.903320.015359.208006.349096.407246.991695.0135.7624.4111.033320.015917.257166.828476.816627.411771.9832.4418.016.823320.012950.085585.067068.825219.4

5、21852.7825.4413.084.193320.010023.753835.565460.833611.431931.4016.327.412.163320.08418.681892.783642.431793.022016.589.063.861.063320.03646.69784.122594.48745.08210.000.000.000.003320.01471.320.001849.400.00图2潜在滑面3剩余推力曲线图