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1、相关参数参数名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839内摩擦角（度）20.0003410.656摩擦系数f0.3494280.4695160.276滑动曲线角度（度）157.000660.105圆弧半径24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相关参数参数名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839内摩擦角（度）20.0003410.656摩擦系数f0.34942

2、80.4695160.276滑动曲线角度（度）157.000660.105圆弧半径24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相关参数参数名值分段角度a （度）sin a3容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839内摩擦角（度）20.0003410.656摩擦系数f0.3494280.4695160.276滑动曲线角度（度）157.000660.105圆弧半径24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.819

3、1213相关参数参数名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839内摩擦角（度）20.0003410.656摩擦系数f0.3494280.4695160.276滑动曲线角度（度）157.000660.105圆弧半径24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相关参数参数名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839内摩擦角（度）20.0003410.656摩擦系数f0.3

4、494280.4695160.276滑动曲线角度（度）157.000660.105圆弧半径24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相关参数参数名值分段角度a （度）sin a3容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839内摩擦角（度）20.0003410.656摩擦系数f0.3494280.4695160.276滑动曲线角度（度）157.000660.105圆弧半径24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0

5、.8191213相关参数参数名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839内摩擦角（度）20.0003410.656摩擦系数f0.3494280.4695160.276滑动曲线角度（度）157.000660.105圆弧半径24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相关参数参数名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839内摩擦角（度）20.0003410.656摩擦系数

6、f0.3494280.4695160.276滑动曲线角度（度）157.000660.105圆弧半径24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相关参数参数名值分段角度a （度）sin a3容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839内摩擦角（度）20.0003410.656摩擦系数f0.3494280.4695160.276滑动曲线角度（度）157.000660.105圆弧半径24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-

7、55-0.8191213圆弧法边坡稳定性分析（滑动面1）COS a2Q (m2)G=Qy (KN)N=Gcos% (KN)T=Gsin a (KN)0.17411.160217.62037.789214.3140.54565.6101279.395696.8081072.9910.75589.8201751.4901321.8661149.0810.883103.7902023.9051787.002950.1660.961112.0902185.7552101.083602.4760.995116.1402264.7302252.324236.7290.996112.3002189.8502

8、181.517-190.8580.96698.7301925.2351859.634-498.2870.89178.8601537.7701370.163-698.1330.77754.7301067.235829.397-671.6330.57420.340396.630227.498-324.900求和：14665.0811841.944 |稳定系数K4.175圆弧法边坡稳定性分析（滑动面2）COS a2Q (m2)G=Qy (KN)N=Gcos% (KN)T=Gsin a (KN)0.17411.160217.62037.789214.3140.54565.6101279.395696.

9、8081072.9910.75589.8201751.4901321.8661149.0810.883103.7902023.9051787.002950.1660.961112.0902185.7552101.083602.4760.995116.1402264.7302252.324236.7290.996112.3002189.8502181.517-190.8580.96698.7301925.2351859.634-498.2870.89178.8601537.7701370.163-698.1330.77754.7301067.235829.397-671.6330.57420.3

10、40396.630227.498-324.900求和：14665.0811841.944|稳定系数K4.175圆弧法边坡稳定性分析（滑动面3）COS aQ (m2)G=Qy (KN)N=Gcos% (KN)T=Gsin a (KN)0.17411.160217.62037.789214.3140.54565.6101279.395696.8081072.9910.75589.8201751.4901321.8661149.0810.883103.7902023.9051787.002950.1660.961112.0902185.7552101.083602.4760.995116.14022

11、64.7302252.324236.7290.996112.3002189.8502181.517-190.8580.96698.7301925.2351859.634-498.2870.89178.8601537.7701370.163-698.1330.77754.7301067.235829.397-671.6330.57420.340396.630227.498-324.900求和：14665.0811841.944|稳定系数K4.175圆弧法边坡稳定性分析（滑动面4）COS a2Q (m2)G=Qy (KN)N=Gcos% (KN)T=Gsin a (KN)0.17411.16021

12、7.62037.789214.3140.54565.6101279.395696.8081072.9910.75589.8201751.4901321.8661149.0810.883103.7902023.9051787.002950.1660.961112.0902185.7552101.083602.4760.995116.1402264.7302252.324236.7290.996112.3002189.8502181.517-190.8580.96698.7301925.2351859.634-498.2870.89178.8601537.7701370.163-698.1330.

13、77754.7301067.235829.397-671.6330.57420.340396.630227.498-324.900求和：14665.0811841.944 |稳定系数K4.175圆弧法边坡稳定性分析（滑动面5）COS a2Q (m2)G=Qy (KN)N=Gcos% (KN)T=Gsin a (KN)0.17411.160217.62037.789214.3140.54565.6101279.395696.8081072.9910.75589.8201751.4901321.8661149.0810.883103.7902023.9051787.002950.1660.9611

14、12.0902185.7552101.083602.4760.995116.1402264.7302252.324236.7290.996112.3002189.8502181.517-190.8580.96698.7301925.2351859.634-498.2870.89178.8601537.7701370.163-698.1330.77754.7301067.235829.397-671.6330.57420.340396.630227.498-324.900求和：14665.0811841.944|稳定系数K4.175圆弧法边坡稳定性分析（滑动面6）COS aQ (m2)G=Qy

15、(KN)N=Gcos% (KN)T=Gsin a (KN)0.17411.160217.62037.789214.3140.54565.6101279.395696.8081072.9910.75589.8201751.4901321.8661149.0810.883103.7902023.9051787.002950.1660.961112.0902185.7552101.083602.4760.995116.1402264.7302252.324236.7290.996112.3002189.8502181.517-190.8580.96698.7301925.2351859.634-49

16、8.2870.89178.8601537.7701370.163-698.1330.77754.7301067.235829.397-671.6330.57420.340396.630227.498-324.900求和：14665.0811841.944|稳定系数K4.175圆弧法边坡稳定性分析（滑动面7）COS a2Q (m2)G=Qy (KN)N=Gcos% (KN)T=Gsin a (KN)0.17411.160217.62037.789214.3140.54565.6101279.395696.8081072.9910.75589.8201751.4901321.8661149.081

17、0.883103.7902023.9051787.002950.1660.961112.0902185.7552101.083602.4760.995116.1402264.7302252.324236.7290.996112.3002189.8502181.517-190.8580.96698.7301925.2351859.634-498.2870.89178.8601537.7701370.163-698.1330.77754.7301067.235829.397-671.6330.57420.340396.630227.498-324.900求和：14665.0811841.944 |

18、稳定系数K4.175圆弧法边坡稳定性分析（滑动面8）COS a2Q (m2)G=Qy (KN)N=Gcos% (KN)T=Gsin a (KN)0.17411.160217.62037.789214.3140.54565.6101279.395696.8081072.9910.75589.8201751.4901321.8661149.0810.883103.7902023.9051787.002950.1660.961112.0902185.7552101.083602.4760.995116.1402264.7302252.324236.7290.996112.3002189.8502181.517-190.8580.96698.7301925.2351859.634-498.2870.89178.8601537.7701370.163-

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