19-19剖面碎石土邊坡穩(wěn)定計算書

PAGE1[GEO5-土質邊坡穩(wěn)定分析|版本5.2022.24.0|Key1/1|GEO|Copyright?2022Finespol.sr.o.AllRightsReserved|][南京庫侖軟件技術有限公司hotline@|]邊坡穩(wěn)定性分析輸入數據項目信息日期:2024/8/1分析設置中國-國家標準（GB）穩(wěn)定性分析驗算方法:中國規(guī)范地震荷載分析:GB50330-2013中國建筑邊坡工程技術規(guī)范安全系數持久設計狀況折線滑面的安全系數:SFpolyg=1.35[–]圓弧滑面的安全系數:SFcirc=1.35[–]多段線編號多段線位置多段線上點坐標[m]xzxzxz10.000.0020.000.0027.507.5045.257.5048.255.5050.005.50100.005.50巖土材料參數-有效應力狀態(tài)編號名稱圖例φefcefγ[°][kPa][kN/m3]1素填土25.001.5020.502粉質黏土10.0014.2620.003碎石土26.005.0019.504建筑垃圾26.005.0019.50巖土材料參數-浮重度編號名稱圖例γsatγsn[kN/m3][kN/m3][–]1素填土21.002粉質黏土20.803碎石土20.504建筑垃圾20.50巖土材料參數-總應力狀態(tài)φcu,ccu編號名稱圖例φcuccuγ[°][kPa][kN/m3]1強風化泥灰?guī)r13.00100.0025.102中風化泥灰?guī)r27.00200.0025.303強風化泥巖12.0075.0023.804中風化泥巖26.00154.0024.305回填土25.0015.0019.00巖土材料參數素填土天然重度:γ=20.50kN/m3應力狀態(tài):有效應力內摩擦角:φef=25.00°黏聚力:cef=1.50kPa飽和重度:γsat=21.00kN/m3

粉質黏土天然重度:γ=20.00kN/m3應力狀態(tài):有效應力內摩擦角:φef=10.00°黏聚力:cef=14.26kPa飽和重度:γsat=20.80kN/m3

碎石土天然重度:γ=19.50kN/m3應力狀態(tài):有效應力內摩擦角:φef=26.00°黏聚力:cef=5.00kPa飽和重度:γsat=20.50kN/m3

強風化泥灰?guī)r天然重度:γ=25.10kN/m3應力狀態(tài):總應力φcu,ccu內摩擦角:φcu=13.00°黏聚力:ccu=100.00kPa

中風化泥灰?guī)r天然重度:γ=25.30kN/m3應力狀態(tài):總應力φcu,ccu內摩擦角:φcu=27.00°黏聚力:ccu=200.00kPa

強風化泥巖天然重度:γ=23.80kN/m3應力狀態(tài):總應力φcu,ccu內摩擦角:φcu=12.00°黏聚力:ccu=75.00kPa

中風化泥巖天然重度:γ=24.30kN/m3應力狀態(tài):總應力φcu,ccu內摩擦角:φcu=26.00°黏聚力:ccu=154.00kPa

建筑垃圾天然重度:γ=19.50kN/m3應力狀態(tài):有效應力內摩擦角:φef=26.00°黏聚力:cef=5.00kPa飽和重度:γsat=20.50kN/m3

回填土天然重度:γ=19.00kN/m3應力狀態(tài):總應力φcu,ccu內摩擦角:φcu=25.00°黏聚力:ccu=15.00kPa

指定材料和分區(qū)編號分區(qū)位置分區(qū)點坐標[m]指定xzxz材料150.005.5048.255.50碎石土45.257.5027.507.5020.000.000.000.000.00-30.00100.00-30.00100.005.50土釘編號起點長度傾角水平間距抗拉強度抗拔強度土釘頭強度x[m]z[m]l[m]α[°]b[m]121.001.006.0015.002.00ds=18.0mm,fy=360.00MPa采用粘結強度計算,d=90.0mm,gs=160.000kPa土釘頭不錨固223.003.006.0015.002.00ds=18.0mm,fy=360.00MPa采用粘結強度計算,d=90.0mm,gs=160.000kPa土釘頭不錨固325.005.006.0015.002.00ds=18.0mm,fy=360.00MPa采用粘結強度計算,d=90.0mm,gs=160.000kPa土釘頭不錨固427.007.006.0015.002.00ds=18.0mm,fy=360.00MPa采用粘結強度計算,d=90.0mm,gs=160.000kPa土釘頭不錨固超載編號類型作用類型位置起點長度寬度傾角大小z[m]x[m]l[m]b[m]α[°]q,q1,f,F,xq2,z單位1條形超載可變作用坡面x=29.00l=15.000.0010.00kN/m2地下水地下水類型:無地下水張裂縫未輸入張裂縫。地震荷載不考慮地震工況階段設置設計狀況:持久設計狀況結果(工況階段1)分析1圓弧滑動面滑動面參數圓心:x=21.57[m]角度:α1=-22.54[°]z=11.25[m]α2=72.07[°]半徑:R=12.18[m]自動搜索后的滑動面土釘承載力土釘承載力[kN/m]127.8120.2330.00410.59邊坡穩(wěn)定性驗算(畢肖普法(Bishop))滑面上下滑力的總和:Fa=498.33kN/m滑面上抗滑力的總和:Fp=688.96kN/m下滑力矩:Ma=6069.65kNm/m抗滑力矩:Mp=8391.57kNm/m安全系數=1.38>1.35邊坡穩(wěn)定性滿足要求力(詳細結果)穩(wěn)定性系數Fs=1.383半徑R=12.18m條塊

1:L1=0.87mα1=-20.49°c1=5.00kPaφ1=26.00°

推力和彎矩:W1=2.41kN/mM1,W=-10.26kNm/mFX1,surch=0.00kN/mFY1,surch=0.00kN/mM1,surch=0.00kNm/mFYG,1=0.00kN/mM1,FY,G=0.00kNm/m

抗力和彎矩:FX1,nail=0.00kN/mFY1,nail=0.00kN/mM1,nail=0.00kNm/mN1=4.31kN/mT1=4.66kN/mM1,T=56.75kNm/m條塊

2:L2=0.85mα2=-16.46°c2=5.00kPaφ2=26.00°

推力和彎矩:W2=6.72kN/mM2,W=-23.17kNm/mFX2,surch=0.00kN/mFY2,surch=0.00kN/mM2,surch=0.00kNm/mFYG,2=0.00kN/mM2,FY,G=0.00kNm/m

抗力和彎矩:FX2,nail=0.00kN/mFY2,nail=0.00kN/mM2,nail=0.00kNm/mN2=8.83kN/mT2=6.18kN/mM2,T=75.28kNm/m條塊

3:L3=0.83mα3=-12.51°c3=5.00kPaφ3=26.00°

推力和彎矩:W3=10.05kN/mM3,W=-26.49kNm/mFX3,surch=0.00kN/mFY3,surch=0.00kN/mM3,surch=0.00kNm/mFYG,3=0.00kN/mM3,FY,G=0.00kNm/m

抗力和彎矩:FX3,nail=0.00kN/mFY3,nail=0.00kN/mM3,nail=0.00kNm/mN3=11.89kN/mT3=7.21kN/mM3,T=87.77kNm/m條塊

4:L4=0.82mα4=-8.61°c4=5.00kPaφ4=26.00°

推力和彎矩:W4=12.68kN/mM4,W=-23.12kNm/mFX4,surch=0.00kN/mFY4,surch=0.00kN/mM4,surch=0.00kNm/mFYG,4=0.00kN/mM4,FY,G=0.00kNm/m

抗力和彎矩:FX4,nail=0.00kN/mFY4,nail=0.00kN/mM4,nail=0.00kNm/mN4=14.02kN/mT4=7.92kN/mM4,T=96.47kNm/m條塊

5:L5=0.82mα5=-4.76°c5=5.00kPaφ5=26.00°

推力和彎矩:W5=22.82kN/mM5,W=-23.05kNm/mFX5,surch=0.00kN/mFY5,surch=0.00kN/mM5,surch=0.00kNm/mFYG,5=0.00kN/mM5,FY,G=0.00kNm/m

抗力和彎矩:FX5,nail=0.00kN/mFY5,nail=0.00kN/mM5,nail=0.00kNm/mN5=23.84kN/mT5=11.36kN/mM5,T=138.37kNm/m條塊

6:L6=0.81mα6=-0.93°c6=5.00kPaφ6=26.00°

推力和彎矩:W6=36.35kN/mM6,W=-7.18kNm/mFX6,surch=0.00kN/mFY6,surch=0.00kN/mM6,surch=0.00kNm/mFYG,6=0.00kN/mM6,FY,G=0.00kNm/m

抗力和彎矩:FX6,nail=0.00kN/mFY6,nail=0.00kN/mM6,nail=0.00kNm/mN6=36.61kN/mT6=15.85kN/mM6,T=193.11kNm/m條塊

7:L7=0.81mα7=2.90°c7=5.00kPaφ7=26.00°

推力和彎矩:W7=49.00kN/mM7,W=30.15kNm/mFX7,surch=0.00kN/mFY7,surch=0.00kN/mM7,surch=0.00kNm/mFYG,7=0.00kN/mM7,FY,G=0.00kNm/m

抗力和彎矩:FX7,nail=0.00kN/mFY7,nail=0.00kN/mM7,nail=0.00kNm/mN7=48.06kN/mT7=19.90kN/mM7,T=242.35kNm/m條塊

8:L8=0.82mα8=6.74°c8=5.00kPaφ8=26.00°

推力和彎矩:W8=60.79kN/mM8,W=86.82kNm/mFX8,surch=0.00kN/mFY8,surch=0.00kN/mM8,surch=0.00kNm/mFYG,8=0.00kN/mM8,FY,G=0.00kNm/m

抗力和彎矩:FX8,nail=0.00kN/mFY8,nail=0.00kN/mM8,nail=0.00kNm/mN8=58.43kN/mT8=23.57kN/mM8,T=287.11kNm/m條塊

9:L9=0.83mα9=10.61°c9=5.00kPaφ9=26.00°

推力和彎矩:W9=71.72kN/mM9,W=160.71kNm/mFX9,surch=0.00kN/mFY9,surch=0.00kN/mM9,surch=0.00kNm/mFYG,9=0.00kN/mM9,FY,G=0.00kNm/m

抗力和彎矩:FX9,nail=0.00kN/mFY9,nail=0.00kN/mM9,nail=0.00kNm/mN9=67.91kN/mT9=26.95kN/mM9,T=328.25kNm/m條塊

10:L10=0.84mα10=14.53°c10=5.00kPaφ10=26.00°

推力和彎矩:W10=81.73kN/mM10,W=249.57kNm/mFX10,surch=0.00kN/mFY10,surch=0.00kN/mM10,surch=0.00kNm/mFYG,10=0.00kN/mM10,FY,G=0.00kNm/m

抗力和彎矩:FX10,nail=0.00kN/mFY10,nail=0.00kN/mM10,nail=0.00kNm/mN10=76.63kN/mT10=30.07kN/mM10,T=366.27kNm/m條塊

11:L11=0.86mα11=18.52°c11=5.00kPaφ11=26.00°

推力和彎矩:W11=90.78kN/mM11,W=350.99kNm/mFX11,surch=0.00kN/mFY11,surch=0.00kN/mM11,surch=0.00kNm/mFYG,11=0.00kN/mM11,FY,G=0.00kNm/m

抗力和彎矩:FX11,nail=19.43kN/mFY11,nail=5.21kN/mM11,nail=202.15kNm/mN11=89.60kN/mT11=34.71kN/mM11,T=422.75kNm/m條塊

12:L12=0.88mα12=22.61°c12=5.00kPaφ12=26.00°

推力和彎矩:W12=98.82kN/mM12,W=462.42kNm/mFX12,surch=0.00kN/mFY12,surch=0.00kN/mM12,surch=0.00kNm/mFYG,12=0.00kN/mM12,FY,G=0.00kNm/m

抗力和彎矩:FX12,nail=0.00kN/mFY12,nail=0.00kN/mM12,nail=0.00kNm/mN12=92.18kN/mT12=35.70kN/mM12,T=434.86kNm/m條塊

13:L13=0.91mα13=26.82°c13=5.00kPaφ13=26.00°

推力和彎矩:W13=105.77kN/mM13,W=580.91kNm/mFX13,surch=0.00kN/mFY13,surch=0.00kN/mM13,surch=0.00kNm/mFYG,13=0.00kN/mM13,FY,G=0.00kNm/m

抗力和彎矩:FX13,nail=0.00kN/mFY13,nail=0.00kN/mM13,nail=0.00kNm/mN13=99.17kN/mT13=38.28kN/mM13,T=466.23kNm/m條塊

14:L14=0.95mα14=31.20°c14=5.00kPaφ14=26.00°

推力和彎矩:W14=105.56kN/mM14,W=665.59kNm/mFX14,surch=0.00kN/mFY14,surch=0.00kN/mM14,surch=0.00kNm/mFYG,14=0.00kN/mM14,FY,G=0.00kNm/m

抗力和彎矩:FX14,nail=0.00kN/mFY14,nail=0.00kN/mM14,nail=0.00kNm/mN14=99.97kN/mT14=38.71kN/mM14,T=471.43kNm/m條塊

15:L15=1.00mα15=35.79°c15=5.00kPaφ15=26.00°

推力和彎矩:W15=97.02kN/mM15,W=690.56kNm/mFX15,surch=0.00kN/mFY15,surch=0.94kN/mM15,surch=7.05kNm/mFYG,15=0.00kN/mM15,FY,G=0.00kNm/m

抗力和彎矩:FX15,nail=0.16kN/mFY15,nail=0.04kN/mM15,nail=1.24kNm/mN15=94.24kN/mT15=36.87kN/mM15,T=449.07kNm/m條塊

16:L16=1.07mα16=40.67°c16=5.00kPaφ16=26.00°

推力和彎矩:W16=86.84kN/mM16,W=688.68kNm/mFX16,surch=0.00kN/mFY16,surch=8.13kN/mM16,surch=64.46kNm/mFYG,16=0.00kN/mM16,FY,G=0.00kNm/m

抗力和彎矩:FX16,nail=0.00kN/mFY16,nail=0.00kN/mM16,nail=0.00kNm/mN16=93.53kN/mT16=36.87kN/mM16,T=449.09kNm/m條塊

17:L17=1.17mα17=45.95°c17=5.00kPaφ17=26.00°

推力和彎矩:W17=74.64kN/mM17,W=652.65kNm/mFX17,surch=0.00kN/mFY17,surch=8.13kN/mM17,surch=71.07kNm/mFYG,17=0.00kN/mM17,FY,G=0.00kNm/m

抗力和彎矩:FX17,nail=0.00kN/mFY17,nail=0.00kN/mM17,nail=0.00kNm/mN17=84.03kN/mT17=33.87kN/mM17,T=412.56kNm/m條塊

18:L18=1.31mα18=51.79°c18=5.00kPaφ18=26.00°

推力和彎矩:W18=59.80kN/mM18,W=571.50kNm/mFX18,surch=0.00kN/mFY18,surch=8.13kN/mM18