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1、相關(guān)參數(shù)參數(shù)名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839內(nèi)摩擦角（度）20.0003410.656摩擦系數(shù)f0.3494280.4695160.276滑動(dòng)曲線角度（度）157.000660.105圓弧半徑24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相關(guān)參數(shù)參數(shù)名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839內(nèi)摩擦角（度）20.0003410.656摩擦系數(shù)f0.34942

2、80.4695160.276滑動(dòng)曲線角度（度）157.000660.105圓弧半徑24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相關(guān)參數(shù)參數(shù)名值分段角度a （度）sin a3容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839內(nèi)摩擦角（度）20.0003410.656摩擦系數(shù)f0.3494280.4695160.276滑動(dòng)曲線角度（度）157.000660.105圓弧半徑24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.819

3、1213相關(guān)參數(shù)參數(shù)名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839內(nèi)摩擦角（度）20.0003410.656摩擦系數(shù)f0.3494280.4695160.276滑動(dòng)曲線角度（度）157.000660.105圓弧半徑24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相關(guān)參數(shù)參數(shù)名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839內(nèi)摩擦角（度）20.0003410.656摩擦系數(shù)f0.3

4、494280.4695160.276滑動(dòng)曲線角度（度）157.000660.105圓弧半徑24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相關(guān)參數(shù)參數(shù)名值分段角度a （度）sin a3容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839內(nèi)摩擦角（度）20.0003410.656摩擦系數(shù)f0.3494280.4695160.276滑動(dòng)曲線角度（度）157.000660.105圓弧半徑24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0

5、.8191213相關(guān)參數(shù)參數(shù)名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839內(nèi)摩擦角（度）20.0003410.656摩擦系數(shù)f0.3494280.4695160.276滑動(dòng)曲線角度（度）157.000660.105圓弧半徑24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相關(guān)參數(shù)參數(shù)名值分段角度a （度）sin a容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839內(nèi)摩擦角（度）20.0003410.656摩擦系數(shù)

6、f0.3494280.4695160.276滑動(dòng)曲線角度（度）157.000660.105圓弧半徑24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-55-0.8191213相關(guān)參數(shù)參數(shù)名值分段角度a （度）sin a3容重（KN/m3）19.5001800.985粘聚力（KPa38.0002570.839內(nèi)摩擦角（度）20.0003410.656摩擦系數(shù)f0.3494280.4695160.276滑動(dòng)曲線角度（度）157.000660.105圓弧半徑24.7007-5-0.0878-15-0.2599-27-0.45410-39-0.62911-

7、55-0.8191213圓弧法邊坡穩(wěn)定性分析（滑動(dòng)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 |穩(wěn)定系數(shù)K4.175圓弧法邊坡穩(wěn)定性分析（滑動(dòng)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|穩(wěn)定系數(shù)K4.175圓弧法邊坡穩(wěn)定性分析（滑動(dòng)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|穩(wěn)定系數(shù)K4.175圓弧法邊坡穩(wěn)定性分析（滑動(dòng)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 |穩(wěn)定系數(shù)K4.175圓弧法邊坡穩(wěn)定性分析（滑動(dòng)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|穩(wěn)定系數(shù)K4.175圓弧法邊坡穩(wěn)定性分析（滑動(dòng)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|穩(wěn)定系數(shù)K4.175圓弧法邊坡穩(wěn)定性分析（滑動(dòng)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、穩(wěn)定系數(shù)K4.175圓弧法邊坡穩(wěn)定性分析（滑動(dòng)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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