1、計算書計算書目錄1理正邊坡穩(wěn)定理正邊坡穩(wěn)定分析成果析成果................................................................................................................................................................................................

2、............................................................................................................................................................11.1Ⅰ－Ⅰ剖面Ⅰ－Ⅰ剖面..................................................

3、............................................................................................................................................................................................................................

4、..........................................................................................11.2Ⅱ－Ⅱ剖面Ⅱ－Ⅱ剖面....................................................................................................................

5、............................................................................................................................................................................................................................

6、........................51.3Ⅲ－Ⅲ剖面Ⅲ－Ⅲ剖面......................................................................................................................................................................................

7、..................................................................................................................................................................................81.4Ⅳ－Ⅳ剖面Ⅳ－Ⅳ剖面............................

8、............................................................................................................................................................................................................................

9、..............................................................................................................112Geoslpe計算成果計算成果............................................................................................

10、............................................................................................................................................................................................................................

11、...........................................142.1ⅠⅠ剖面（Ⅰ區(qū)）Ⅰ剖面（Ⅰ區(qū)）.............................................................................................................................................................

12、............................................................................................................................................................................................142.2剖面Ⅳ－Ⅳ（Ⅱ區(qū)）剖面Ⅳ－Ⅳ（Ⅱ區(qū)）.........

13、............................................................................................................................................................................................................................

14、.............................................................................................................18計算書第2頁，共22頁317.80018.23015.00012.000425.80026.30024440.00021.150[水面信息]采用總應力法考慮滲透力作用不考慮邊坡外側靜水壓力[計算條件]剩余下滑力計算目標

15、:計算剩余下滑力剩余下滑力計算時的安全系數(shù)剩余下滑力計算時的安全系數(shù):0.8510.851計算結果計算結果:剩余下滑力剩余下滑力=0.478(kN)0.478(kN)本塊下滑力角度本塊下滑力角度=328.833(328.833(度)[計算條件]剩余下滑力計算目標:計算剩余下滑力剩余下滑力計算時的安全系數(shù)剩余下滑力計算時的安全系數(shù):1.0001.000計算結果計算結果:剩余下滑力剩余下滑力=250.877(kN)250.877(kN)本塊

16、下滑力角度本塊下滑力角度=328.833(328.833(度)1.1.31.1.3計算項目：計算項目：Ⅰ－Ⅰ加固土坡穩(wěn)定（工況Ⅰ－Ⅰ加固土坡穩(wěn)定（工況1－一般氣象條件＋土體自重）－一般氣象條件＋土體自重）[計算簡圖][控制參數(shù)]:采用規(guī)范:通用方法計算目標:剩余下滑力計算不考慮地震[坡面信息]坡面線段數(shù)12坡面線號水平投影(m)豎直投影(m)超載數(shù)10.3812.947023.7910.000033.5612.049042.1361.2

17、29054.8552.794063.8292.203074.0600.935087.9202.844093.5721.9950103.8131.2330110.4520.3770125.8585.2840[土層信息]不同土性區(qū)域數(shù)4區(qū)號重度飽和重度粘聚力內(nèi)摩擦角全孔壓節(jié)點編號(kNm3)(kNm3)(kPa)(度)系數(shù)119.30019.96025.00020.000219.30020.00015.00018.000317.80018.

18、23015.00012.000425.80026.30024440.00021.150[水面信息]采用總應力法不考慮滲透力作用不考慮邊坡外側靜水壓力[滑面信息]滑面線段數(shù)9滑面線起始點坐標:(0.0000.000)滑動面線號水平投影(m)豎直投影(m)矢高(m)粘聚力(kPa)內(nèi)摩擦角(度)11.9411.1740.00023.1301.1120.00034.0560.1900.00045.7350.9400.00056.1002.51

19、50.00068.5475.9780.00077.0606.7400.00086.0006.7400.00096.00010.5700.000[筋帶信息]采用錨桿錨桿道數(shù):10筋帶號距地面水平間距總長度傾角材料抗拉錨固段錨固段粘結強高度(m)(m)(m)(度)力(kN)長度(m)周長(m)度(kPa)13.003.6015.0025.00720.003.000.41400.0024.603.6015.0025.00720.003.000