1、驗(yàn)算簡圖驗(yàn)算條件基本參數(shù)所依據(jù)的規(guī)程或方法：建筑基坑支護(hù)技術(shù)規(guī)程JGJ 120-2012支護(hù)結(jié)構(gòu)重要性系數(shù)：1.000基坑深度：6.000(m)基坑內(nèi)地下水深度：30.000(m)基坑外地下水深度：30.000(m) 坡線參數(shù)坡線段數(shù)1序號水平投影(m)豎向投影(m)傾角( )12.4006.00068.2土層層數(shù)6層號土類名稱層厚重度浮重度粘聚力內(nèi)摩擦角與錨固體摩阻力與土釘摩阻力水土(m)(kN/m3)(kN/m3)(kPa)(度)(kPa)(kPa)1素填土1.55018.0-10.015.030.030.0-2粉土2.06015.9-14.123.850.040.0-3粉土4.60015

2、.9-13.423.550.040.0-4粉土5.41015.9-14.324.350.040.0-5粘性土8.76018.0-27.316.370.050.0-6粘性土5.37019.1-32.716.470.050.0-超載參數(shù)超載數(shù)1序號超載類型超載值(kPa,kN/m)作用深度(m)作用寬度(m)距坑邊距(m)形式 長度(m)1滿布均布30.000注：距坑邊距一荷載起點(diǎn)到基坑底部的水平距離。土釘參數(shù)土釘?shù)罃?shù)3土釘材料鋼筋序號水平間距(m)豎向間距(m)入射角度(度)鉆孔直徑(mm)長度(m)配筋11.5002.00015.01206.0001E1821.5001.50015.01207

3、.0001E1831.5001.50015.01204.0001E18鋼筋類型對應(yīng)關(guān)系：d-HPB300,D-HRB335,E-HRB400,F-RRB400,G-HRB500,P-HRBF335,Q-HRBF400,R-HRBF500花官參數(shù)基坑內(nèi)側(cè)花管排數(shù)0基坑外側(cè)花管排數(shù)0錨桿參數(shù)錨桿道數(shù)0坑內(nèi)土不加固 抗拔承載力計(jì)算條件軸向拉力標(biāo)準(zhǔn)值計(jì)算中土壓力取法：分布力 TOC o 1-5 h z 抗拔承載力計(jì)算錨桿是否分擔(dān)土壓力：否施工期局部抗拉安全系數(shù)折減：1.000土釘荷載分項(xiàng)系數(shù)：1.250土釘抗拔安全系數(shù)：1.600土釘墻底面支錨軸向拉力經(jīng)驗(yàn)系數(shù)nb：0.800整體穩(wěn)定計(jì)算條件瑞典條分法

4、 總應(yīng)力法 1.000(m) 5.000(m) 1.000(m) 瑞典條分法 總應(yīng)力法 1.000(m) 5.000(m) 1.000(m) 否1.000 1.300考慮地下水作用的計(jì)算方法：條分法中的土條寬度：基坑底面以下的截止計(jì)算深度： 基坑底面以下滑裂面搜索步長： 搜索最不利滑裂面是否考慮加筋: 施工期整體穩(wěn)定安全系數(shù)折減： 整體滑動(dòng)穩(wěn)定安全系數(shù)： 個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)驗(yàn)算結(jié)果 個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)

5、個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)抗拔承載力驗(yàn)算結(jié)果工況開挖深度破裂角支錨號支錨長度(m)抗拔承載力標(biāo)準(zhǔn)值Rkj(kN)抗拉承載力標(biāo)準(zhǔn)值 fykAs(kN)min(Rkj,fykAs)(kN)軸向拉力標(biāo)準(zhǔn)值Nkj(kN)抗拔安全(m)(度)系數(shù)12.50043.3024.00044.31土釘6.00075.158101.78875.15847.0001.60035.50044.71土釘6.00064.236101.78864.23630.1922.1282土釘7.00090.562101.78890.56256.2521.60046.00044.81土釘6.00060.631101.7886

6、0.63130.1032.0142土釘7.00086.903101.78886.90327.0423.2143土釘4.00052.857101.78852.85733.0371.600受拉承載力驗(yàn)算結(jié)果工況開挖深度破裂角支錨號支錨長度軸向拉力設(shè)計(jì)值抗拉承載力設(shè)計(jì)值抗拉 滿足系數(shù)(m)(度)(m)Nj(kN)fyAs(kN)12.50043.3024.00044.31土釘6.00069.17191.6091.32435.50044.71土釘6.00037.74091.6092.4272土釘7.00076.52891.6091.19746.00044.81土釘6.00037.62991.6092.

7、4352土釘7.00033.80291.6092.7103土釘4.00054.37891.6091.685整體穩(wěn)定驗(yàn)算結(jié)果工況號安全系數(shù)圓心坐標(biāo)x(m)圓心坐標(biāo)y(m)半徑(m)10.972-2.12111.5488.09921.300-4.97811.77811.35831.302-6.17911.32212.56241.280-6.71910.68212.619噴射混凝土面層計(jì)算厚度：100（mm）混凝土強(qiáng)度等級：C20配筋計(jì)算as:15（mm）水平配筋：d8200豎向配筋：d8200荷載分項(xiàng)系數(shù)：1.200計(jì)算結(jié)果編號深度范圍荷載值（kPa）軸向M(kN.m)As(mm2)實(shí)配 As(m

8、m2)10.00- 2.0011.9x1.655200.0（構(gòu)造）251.3y0.850200.0（構(gòu)造）251.322.00- 3.5017.2x1.424200.0（構(gòu)造）251.3y1.424200.0（構(gòu)造）251.333.50- 5.0030.8x2.551200.0（構(gòu)造）251.3y2.551200.0（構(gòu)造）251.345.00- 6.0041.2x1.158200.0（構(gòu)造）251.3y2.996200.0（構(gòu)造）251.3驗(yàn)算簡圖驗(yàn)算條件基本參數(shù)所依據(jù)的規(guī)程或方法：建筑基坑支護(hù)技術(shù)規(guī)程JGJ 120-2012支護(hù)結(jié)構(gòu)重要性系數(shù)：1.000基坑深度：7.000(m)基坑內(nèi)地下

9、水深度：30.000(m)基坑外地下水深度：30.000(m) 坡線參數(shù)坡線段數(shù)1序號水平投影(m)豎向投影(m)傾角( )2.8007.00068.2土層層數(shù)6層號土類名稱層厚重度浮重度粘聚力內(nèi)摩擦角與錨固體摩阻力與土釘摩阻力水土(m)(kN/m3)(kN/m3)(kPa)(度)(kPa)(kPa)1素填土1.55018.0-10.015.030.030.0-2粉土2.06015.9-14.123.850.040.0-3粉土4.60015.9-13.423.550.040.0-4粉土5.41015.9-14.324.350.040.0-5粘性土8.76018.0-27.316.370.050

10、.0-6粘性土5.37019.1-32.716.470.050.0-超載參數(shù)超載數(shù)1序號超載類型超載值(kPa,kN/m)作用深度(m)作用寬度(m)距坑邊距(m)形式 長度(m)1滿布均布20.000注：距坑邊距一荷載起點(diǎn)到基坑底部的水平距離。土釘參數(shù)土釘?shù)罃?shù)4土釘材料鋼筋號水平間距(m)豎向間距(m)入射角度(度)鉆孔直徑(mm)長度(m)配筋11.5002.00015.01205.0001E1821.5001.50015.01207.0001E1831.5001.50015.01207.0001E2041.5001.50015.01204.0001E18鋼筋類型對應(yīng)關(guān)系：d-HPB300

11、,D-HRB335,E-HRB400,F-RRB400,G-HRB500,P-HRBF335,Q-HRBF400,R-HRBF500花官參數(shù)基坑內(nèi)側(cè)花管排數(shù)0基坑外側(cè)花管排數(shù)0錨桿參數(shù)錨桿道數(shù)0坑內(nèi)土不加固 抗拔承載力計(jì)算條件軸向拉力標(biāo)準(zhǔn)值計(jì)算中土壓力取法：分布力 TOC o 1-5 h z 抗拔承載力計(jì)算錨桿是否分擔(dān)土壓力：否施工期局部抗拉安全系數(shù)折減：1.000土釘荷載分項(xiàng)系數(shù)：1.250土釘抗拔安全系數(shù)：1.600土釘墻底面支錨軸向拉力經(jīng)驗(yàn)系數(shù)nb：0.800整體穩(wěn)定計(jì)算條件瑞典條分法 總應(yīng)力法 1.000(m) 5.000(m) 1.000(m) 瑞典條分法 總應(yīng)力法 1.000(m)

12、 5.000(m) 1.000(m) 否1.000 1.300考慮地下水作用的計(jì)算方法：條分法中的土條寬度：基坑底面以下的截止計(jì)算深度： 基坑底面以下滑裂面搜索步長： 搜索最不利滑裂面是否考慮加筋: 施工期整體穩(wěn)定安全系數(shù)折減： 整體滑動(dòng)穩(wěn)定安全系數(shù)： 個(gè)*驗(yàn)算結(jié)果 個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)抗拔承載力驗(yàn)算結(jié)果工況開挖深度(m)破裂角(度)支錨號支錨長度(m)抗拔承載力標(biāo)準(zhǔn)值抗拉承載力標(biāo)準(zhǔn)值min(Rkj,fykAs)軸向拉力標(biāo)準(zhǔn)值Nkj(kN)抗拔安全Rkj(kN)fykAs(kN)(

13、kN)系數(shù)12.50043.3024.00044.31土釘5.00060.078101.78860.07837.5451.60035.50044.71土釘5.00049.157101.78849.15717.4572.8162土釘7.00090.562101.78890.56255.4051.63547.00045.01土釘5.00038.371101.78838.37117.3262.2152土釘7.00079.638101.78879.63823.1873.4353土釘7.00090.747125.66490.74756.7191.60057.00045.01土釘5.00038.37110

14、1.78838.37117.3262.2152土釘7.00079.638101.78879.63823.1873.4353土釘7.00090.747125.66490.74734.4662.6334土釘4.00056.616101.78856.61633.2721.702受拉承載力驗(yàn)算結(jié)果工況開挖深度破裂角支錨號支錨長度軸向拉力設(shè)計(jì)值抗拉承載力設(shè)計(jì)值抗拉 滿足系數(shù)(m)(度)(m)Nj(kN)fyAs(kN)12.50043.3024.00044.31土釘5.00048.18191.6091.90135.50044.71土釘5.00021.82191.6094.1982土釘7.00069.25

15、691.6091.32347.00045.01土釘5.00021.65791.6094.2302土釘7.00028.98391.6093.1613土釘7.00091.668113.0971.23457.00045.01土釘5.00021.65791.6094.2302土釘7.00028.98391.6093.1613土釘7.00043.082113.0972.6254土釘4.00041.59091.6092.203整體穩(wěn)定驗(yàn)算結(jié)果工況號 安全系數(shù) 圓心坐標(biāo)x(m)圓心坐標(biāo)y(m)半徑(m)1.161-1.72112.5488.0991.306-3.87112.07110.3921.309-5.

16、77912.32212.5621.290-6.87011.96013.7931.346-6.87011.96013.793噴射混凝土面層計(jì)算計(jì)算參數(shù)厚度：100(mm)混凝土強(qiáng)度等級：C20配筋計(jì)算as:15(mm)水平配筋：d8200豎向配筋：d8200荷載分項(xiàng)系數(shù)：1.200編號深度范圍荷載值（kPa）軸向M(kN.m)As(mm2)10.00- 2.005.6x0.783200.0（構(gòu)造）y0.402200.0（構(gòu)造）22.00- 3.5012.1x1.002200.0（構(gòu)造）y1.002200.0（構(gòu)造）33.50- 5.0025.7x2.125200.0（構(gòu)造）y2.125200.0

17、（構(gòu)造）45.00- 6.5038.1x3.152200.0（構(gòu)造）y3.152200.0（構(gòu)造）56.50- 7.0046.3x0.000200.0（構(gòu)造）y1.446200.0（構(gòu)造）計(jì)算結(jié)果實(shí)配 As(mm2)251.3251.3251.3251.3251.3251.3251.3251.3251.3251.3驗(yàn)算簡圖驗(yàn)算條件基本參數(shù)所依據(jù)的規(guī)程或方法：建筑基坑支護(hù)技術(shù)規(guī)程JGJ 120-2012支護(hù)結(jié)構(gòu)重要性系數(shù)：1.000基坑深度：8.000(m)基坑內(nèi)地下水深度：30.000(m)基坑外地下水深度：30.000(m) 坡線參數(shù) 坡線段數(shù)1序號水平投影(m)豎向投影(m)傾角( )3.

18、2008.00068.2土層層數(shù)6層號土類名稱層厚重度浮重度粘聚力內(nèi)摩擦角與錨固體摩阻力與土釘摩阻力水土(m)(kN/m3)(kN/m3)(kPa)(度)(kPa)(kPa)1素填土1.55018.0-10.015.030.030.0-2粉土2.06015.9-14.123.850.040.0-3粉土4.60015.9-13.423.550.040.0-4粉土5.41015.9-14.324.350.040.0-5粘性土8.76018.0-27.316.370.040.0-6粘性土5.37019.1-32.716.470.040.0-超載參數(shù)超載數(shù)1序號超載類型超載值(kPa,kN/m)作用深

19、度(m)作用寬度(m)距坑邊距(m)形式 長度(m)1滿布均布20.000注：距坑邊距一荷載起點(diǎn)到基坑底部的水平距離。土釘參數(shù)土釘?shù)罃?shù)4土釘材料鋼筋號水平間距(m)豎向間距(m)入射角度(度)鉆孔直徑(mm)長度(m)配筋11.5002.00015.01206.0001E1821.5001.50015.01206.0001E1831.5001.50015.01209.0001E2041.5001.50015.01206.0001E18鋼筋類型對應(yīng)關(guān)系：d-HPB300,D-HRB335,E-HRB400,F-RRB400,G-HRB500,P-HRBF335,Q-HRBF400,R-HRBF5

20、00花官參數(shù)基坑內(nèi)側(cè)花管排數(shù)0基坑外側(cè)花管排數(shù)0錨桿參數(shù)錨桿道數(shù)0坑內(nèi)土不加固 抗拔承載力計(jì)算條件軸向拉力標(biāo)準(zhǔn)值計(jì)算中土壓力取法：分布力 TOC o 1-5 h z 抗拔承載力計(jì)算錨桿是否分擔(dān)土壓力：否施工期局部抗拉安全系數(shù)折減：1.000土釘荷載分項(xiàng)系數(shù)：1.250土釘抗拔安全系數(shù)：1.600土釘墻底面支錨軸向拉力經(jīng)驗(yàn)系數(shù)nb：0.800整體穩(wěn)定計(jì)算條件瑞典條分法 總應(yīng)力法 1.000(m) 5.000(m) 1.000(m) 瑞典條分法 總應(yīng)力法 1.000(m) 5.000(m) 1.000(m) 否1.000 1.300考慮地下水作用的計(jì)算方法：條分法中的土條寬度：基坑底面以下的截止計(jì)

21、算深度： 基坑底面以下滑裂面搜索步長： 搜索最不利滑裂面是否考慮加筋: 施工期整體穩(wěn)定安全系數(shù)折減： 整體滑動(dòng)穩(wěn)定安全系數(shù)： 個(gè)*驗(yàn)算結(jié)果 個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)抗拔承載力驗(yàn)算結(jié)果工況開挖深度(m)破裂角(度)支錨號支錨長度(m)抗拔承載力標(biāo)準(zhǔn)值抗拉承載力標(biāo)準(zhǔn)值min(Rkj,fykAs)軸向拉力標(biāo)準(zhǔn)值Nkj(kN)抗拔安全Rkj(kN)fykAs(kN)(kN)系數(shù)12.50043.3024.00044.31土釘6.00075.158101.78875.15837.6901.994

22、35.50044.71土釘6.00064.236101.78864.23617.0703.7632土釘6.00075.483101.78875.48347.2001.60047.00045.01土釘6.00053.451101.78853.45116.9413.1552土釘6.00064.559101.78864.55923.2392.7783土釘9.000120.906125.664120.90675.8071.59558.00045.11土釘6.00046.298101.78846.29816.8822.7422土釘6.00057.343101.78857.34323.1582.4763土

23、釘9.000113.627125.664113.62735.5033.2004土釘6.00079.433101.78879.43349.6461.600受拉承載力驗(yàn)算結(jié)果工況開挖深度破裂角支錨號支錨長度軸向拉力設(shè)計(jì)值抗拉承載力設(shè)計(jì)值抗拉 滿足系數(shù)(m)(度)(m)Nj(kN)fyAs(kN)12.50043.3024.00044.31土釘6.00047.11291.6091.94435.50044.71土釘6.00021.33791.6094.2932土釘6.00069.41291.6091.32047.00045.01土釘6.00021.17791.6094.3262土釘6.00029.04

24、891.6093.1543土釘9.00094.759113.0971.19458.00045.11土釘6.00021.10391.6094.3412土釘6.00028.94791.6093.1653土釘9.00044.379113.0972.5484土釘6.00087.87191.6091.043整體穩(wěn)定驗(yàn)算結(jié)果工況號 安全系數(shù) 圓心坐標(biāo)x(m)圓心坐標(biāo)y(m)半徑(m)1.161-1.32113.5488.0991.371-3.47113.07110.3921.302-5.37913.32212.5621.300-6.47012.96013.7931.298-8.54114.53616.86

25、0編號深度范圍荷載值編號深度范圍荷載值（kPa）軸向M(kN.m)As(mm2)10.00- 2.005.6x0.783160.0（構(gòu)造）y0.402160.0（構(gòu)造）22.00- 3.5012.1x1.002160.0（構(gòu)造）y1.002160.0（構(gòu)造）33.50- 5.0025.7x2.125160.0（構(gòu)造）y2.125160.0（構(gòu)造）45.00- 6.5038.1x3.152187.2y3.152187.256.50- 8.0050.4x4.171251.3y4.171251.3計(jì)算結(jié)果實(shí)配 As(mm2)251.3251.3251.3251.3251.3251.3251.3251

26、.3251.3251.3噴射混凝土面層計(jì)算計(jì)算參數(shù)厚度：80(mm)混凝土強(qiáng)度等級：C20配筋計(jì)算as:15(mm)水平配筋：d8200豎向配筋：d8200荷載分項(xiàng)系數(shù)：1.200驗(yàn)算簡圖驗(yàn)算條件基本參數(shù) 所依據(jù)的規(guī)程或方法：建筑基坑支護(hù)技術(shù)規(guī)程JGJ 120-2012支護(hù)結(jié)構(gòu)重要性系數(shù)：1.000基坑深度：9.000(m)基坑內(nèi)地下水深度：30.000(m)基坑外地下水深度：30.000(m) 坡線參數(shù)坡線段數(shù)1序號水平投影(m)豎向投影(m)傾角( )13.6009.00068.2土層參數(shù)土層層數(shù)6層號土類名稱層厚重度浮重度粘聚力內(nèi)摩擦角與錨固體摩阻力與土釘摩阻力水土(m)(kN/m3)(

27、kN/m3)(kPa)(度)(kPa)(kPa)1素填土1.55018.0-10.015.030.030.0-2粉土2.06015.9-14.123.850.040.0-3粉土4.60015.9-13.423.550.040.0-4粉土5.41015.9-14.324.350.040.0-5粘性土8.76018.0-27.316.370.040.0-6粘性土5.37019.1-32.716.470.040.0-超載參數(shù)超載數(shù)1序號超載類型超載值(kPa,kN/m)作用深度(m)作用寬度(m)距坑邊距(m)形式 長度(m)1滿布均布20.000注：距坑邊距一荷載起點(diǎn)到基坑底部的水平距離。土釘參數(shù)

28、土釘?shù)罃?shù)5土釘材料鋼筋號水平間距(m)豎向間距(m)入射角度(度)鉆孔直徑(mm)長度(m)配筋11.5002.00015.01206.0001E1821.5001.50015.01206.0001E1831.5001.50015.01209.0001E2041.5001.50015.01209.0001E2051.5001.50015.01206.0001E18鋼筋類型對應(yīng)關(guān)系：d-HPB300,D-HRB335,E-HRB400,F-RRB400,G-HRB500,P-HRBF335,Q-HRBF400,R-HRBF500花官參數(shù)基坑內(nèi)側(cè)花管排數(shù)0基坑外側(cè)花管排數(shù)0錨桿參數(shù)錨桿道數(shù)0坑內(nèi)土

29、不加固 抗拔承載力計(jì)算條件軸向拉力標(biāo)準(zhǔn)值計(jì)算中土壓力取法：分布力 TOC o 1-5 h z 抗拔承載力計(jì)算錨桿是否分擔(dān)土壓力：否施工期局部抗拉安全系數(shù)折減：1.000土釘荷載分項(xiàng)系數(shù)：1.250土釘抗拔安全系數(shù)：1.600土釘墻底面支錨軸向拉力經(jīng)驗(yàn)系數(shù)nb：0.800整體穩(wěn)定計(jì)算條件瑞典條分法 總應(yīng)力法 1.000(m) 5.000(m) 1.000(m) 瑞典條分法 總應(yīng)力法 1.000(m) 5.000(m) 1.000(m) 否1.000 1.300考慮地下水作用的計(jì)算方法：條分法中的土條寬度：基坑底面以下的截止計(jì)算深度： 基坑底面以下滑裂面搜索步長： 搜索最不利滑裂面是否考慮加筋:

30、施工期整體穩(wěn)定安全系數(shù)折減： 整體滑動(dòng)穩(wěn)定安全系數(shù)： 個(gè)*驗(yàn)算結(jié)果 個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)個(gè)抗拔承載力驗(yàn)算結(jié)果工況開挖深度(m)破裂角(度)支錨號支錨長度(m)抗拔承載力標(biāo)準(zhǔn)值Rkj(kN)抗拉承載力標(biāo)準(zhǔn)值min(Rkj,fykAs)軸向拉力標(biāo)準(zhǔn)值Nkj(kN)抗拔安全fykAs(kN)(kN)系數(shù)12.50043.3024.00044.31土釘6.00075.158101.78875.15839.0211.92635.50044.71土釘6.00064.236101.78864.23

31、617.6733.6352土釘6.00075.483101.78875.48347.2001.60047.00045.01土釘6.00053.451101.78853.45117.5403.0472土釘6.00064.559101.78864.55924.2742.6603土釘9.000120.906125.664120.90675.5631.60058.50045.11土釘6.00042.761101.78842.76117.4462.4512土釘6.00053.773101.78853.77324.1442.2273土釘9.000110.023125.664110.02337.4132.9

32、414土釘9.000121.035125.664121.03575.6251.60069.00045.21土釘6.00039.255101.78839.25517.4112.2552土釘6.00050.231101.78850.23124.0962.0853土釘9.000106.446125.664106.44637.3402.8514土釘9.000117.423125.664117.42346.6952.5155土釘6.00083.160101.78883.16051.9751.600受拉承載力驗(yàn)算結(jié)果工況開挖深度破裂角支錨號支錨長度軸向拉力設(shè)計(jì)值抗拉承載力設(shè)計(jì)值抗拉 滿足系數(shù)(m)(度)(m)Nj(k