金乐滑坡工程滑块分析计算工程2号滑块

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1、图1II号滑坡2-2’剖面条分图表1II号滑坡稳定性计算条分数据和剩余推力表条块编号水平距离（m）顶面坐标（m）水面坐标（m）滑面坐标（m）C(kPa)φ(º)条块重量（KN/m）推力(KN/m)工况2工况3工况4治理后　524.04187.85187.85187.85　　　0.000.000.000.001500.84173.45167.09167.092021.51579.110.000.000.000.002483.11163.30153.45153.452021.53078.03947.92758.34947.92758.343468

2、.73158.29146.68143.621619.53790.751687.371349.901687.371349.904461.85152.91143.40139.651619.52078.871979.211583.371979.211583.375455.53152.68140.36136.381619.52021.112213.651770.922213.651770.926450.72149.46138.27134.131619.51643.762344.401875.522344.401875.527448.06145.201

3、37.14132.941619.5797.042387.961910.372387.961910.378437.30145.75132.65127.721619.53528.762795.472236.382795.472236.389423.70139.02126.93121.831619.55186.753178.272542.613178.2742.6110412.05134.09122.16117.401619.54275.203299.272639.423299.27139.4211400.34131.27118.27112.431

4、619.54506.643630.752904.603630.75404.6012388.33128.41114.41107.281619.55204.204044.753235.804044.75735.8013375.05122.27109.16101.891619.55984.984490.793592.644490.791092.6414360.79121.37102.9592.761619.57586.356545.075236.056545.072736.0515344.20114.0396.0380.601619.511206.

5、1410108.608086.8810108.605586.8816328.82102.9989.4470.911619.511016.1912810.1610248.1312810.167748.1317317.2795.4884.7566.671619.57715.4012564.7710051.8212564.777551.8218306.4189.7581.0765.441619.56336.1410756.758605.4010756.756105.4019278.0487.8574.6764.281619.514862.85757

6、2.466057.977572.463557.9720267.8084.2172.0164.131619.54865.136323.475058.776323.472558.7721256.2680.2069.0163.401619.54622.865367.634294.105367.631794.1022250.5376.1867.5962.851619.51877.305006.624005.305006.621505.3023244.0776.5066.0561.541619.51980.964866.003892.804866.00

7、1392.8024235.7271.6064.1558.951619.52503.614864.734913.384864.732413.3825228.4771.7262.6456.271619.52217.174928.735027.304928.732527.3026224.7069.7861.8654.921619.51247.234906.465053.654906.462553.6527215.5769.6459.9551.541619.53281.174972.005170.884972.002670.8828201.9269.

8、4457.1646.831619.56060.754999.135249.084999.132749.0829190.8061.1954.9642.391619.5