19-19剖面碎石土边坡稳定计算书

PAGE1[GEO5-土质边坡稳定分析|版本5.2022.24.0|Key1/1|GEO|Copyright©2022Finespol.sr.o.AllRightsReserved|][南京库仑软件技术有限公司hotline@|]边坡稳定性分析输入数据项目信息日期:2024/8/1分析设置中国-国家标准（GB）稳定性分析验算方法:中国规范地震荷载分析:GB50330-2013中国建筑边坡工程技术规范安全系数持久设计状况折线滑面的安全系数:SFpolyg=1.35[–]圆弧滑面的安全系数:SFcirc=1.35[–]多段线编号多段线位置多段线上点坐标[m]xzxzxz10.000.0020.000.0027.507.5045.257.5048.255.5050.005.50100.005.50岩土材料参数-有效应力状态编号名称图例φefcefγ[°][kPa][kN/m3]1素填土25.001.5020.502粉质黏土10.0014.2620.003碎石土26.005.0019.504建筑垃圾26.005.0019.50岩土材料参数-浮重度编号名称图例γsatγsn[kN/m3][kN/m3][–]1素填土21.002粉质黏土20.803碎石土20.504建筑垃圾20.50岩土材料参数-总应力状态φcu,ccu编号名称图例φcuccuγ[°][kPa][kN/m3]1强风化泥灰岩13.00100.0025.102中风化泥灰岩27.00200.0025.303强风化泥岩12.0075.0023.804中风化泥岩26.00154.0024.305回填土25.0015.0019.00岩土材料参数素填土天然重度:γ=20.50kN/m3应力状态:有效应力内摩擦角:φef=25.00°黏聚力:cef=1.50kPa饱和重度:γsat=21.00kN/m3

粉质黏土天然重度:γ=20.00kN/m3应力状态:有效应力内摩擦角:φef=10.00°黏聚力:cef=14.26kPa饱和重度:γsat=20.80kN/m3

碎石土天然重度:γ=19.50kN/m3应力状态:有效应力内摩擦角:φef=26.00°黏聚力:cef=5.00kPa饱和重度:γsat=20.50kN/m3

强风化泥灰岩天然重度:γ=25.10kN/m3应力状态:总应力φcu,ccu内摩擦角:φcu=13.00°黏聚力:ccu=100.00kPa

中风化泥灰岩天然重度:γ=25.30kN/m3应力状态:总应力φcu,ccu内摩擦角:φcu=27.00°黏聚力:ccu=200.00kPa

强风化泥岩天然重度:γ=23.80kN/m3应力状态:总应力φcu,ccu内摩擦角:φcu=12.00°黏聚力:ccu=75.00kPa

中风化泥岩天然重度:γ=24.30kN/m3应力状态:总应力φcu,ccu内摩擦角:φcu=26.00°黏聚力:ccu=154.00kPa

建筑垃圾天然重度:γ=19.50kN/m3应力状态:有效应力内摩擦角:φef=26.00°黏聚力:cef=5.00kPa饱和重度:γsat=20.50kN/m3

回填土天然重度:γ=19.00kN/m3应力状态:总应力φcu,ccu内摩擦角:φcu=25.00°黏聚力:ccu=15.00kPa

指定材料和分区编号分区位置分区点坐标[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土钉编号起点长度倾角水平间距抗拉强度抗拔强度土钉头强度x[m]z[m]l[m]α[°]b[m]121.001.006.0015.002.00ds=18.0mm,fy=360.00MPa采用粘结强度计算,d=90.0mm,gs=160.000kPa土钉头不锚固223.003.006.0015.002.00ds=18.0mm,fy=360.00MPa采用粘结强度计算,d=90.0mm,gs=160.000kPa土钉头不锚固325.005.006.0015.002.00ds=18.0mm,fy=360.00MPa采用粘结强度计算,d=90.0mm,gs=160.000kPa土钉头不锚固427.007.006.0015.002.00ds=18.0mm,fy=360.00MPa采用粘结强度计算,d=90.0mm,gs=160.000kPa土钉头不锚固超载编号类型作用类型位置起点长度宽度倾角大小z[m]x[m]l[m]b[m]α[°]q,q1,f,F,xq2,z单位1条形超载可变作用坡面x=29.00l=15.000.0010.00kN/m2地下水地下水类型:无地下水张裂缝未输入张裂缝。地震荷载不考虑地震工况阶段设置设计状况:持久设计状况结果(工况阶段1)分析1圆弧滑动面滑动面参数圆心:x=21.57[m]角度:α1=-22.54[°]z=11.25[m]α2=72.07[°]半径:R=12.18[m]自动搜索后的滑动面土钉承载力土钉承载力[kN/m]127.8120.2330.00410.59边坡稳定性验算(毕肖普法(Bishop))滑面上下滑力的总和:Fa=498.33kN/m滑面上抗滑力的总和:Fp=688.96kN/m下滑力矩:Ma=6069.65kNm/m抗滑力矩:Mp=8391.57kNm/m安全系数=1.38>1.35边坡稳定性满足要求力(详细结果)稳定性系数Fs=1.383半径R=12.18m条块

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

推力和弯矩: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

抗力和弯矩:FX1,nail=0.00kN/mFY1,nail=0.00kN/mM1,nail=0.00kNm/mN1=4.31kN/mT1=4.66kN/mM1,T=56.75kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX2,nail=0.00kN/mFY2,nail=0.00kN/mM2,nail=0.00kNm/mN2=8.83kN/mT2=6.18kN/mM2,T=75.28kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX3,nail=0.00kN/mFY3,nail=0.00kN/mM3,nail=0.00kNm/mN3=11.89kN/mT3=7.21kN/mM3,T=87.77kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX4,nail=0.00kN/mFY4,nail=0.00kN/mM4,nail=0.00kNm/mN4=14.02kN/mT4=7.92kN/mM4,T=96.47kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX5,nail=0.00kN/mFY5,nail=0.00kN/mM5,nail=0.00kNm/mN5=23.84kN/mT5=11.36kN/mM5,T=138.37kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX6,nail=0.00kN/mFY6,nail=0.00kN/mM6,nail=0.00kNm/mN6=36.61kN/mT6=15.85kN/mM6,T=193.11kNm/m条块

7:L7=0.81mα7=2.90°c7=5.00kPaφ7=26.00°

推力和弯矩: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

抗力和弯矩:FX7,nail=0.00kN/mFY7,nail=0.00kN/mM7,nail=0.00kNm/mN7=48.06kN/mT7=19.90kN/mM7,T=242.35kNm/m条块

8:L8=0.82mα8=6.74°c8=5.00kPaφ8=26.00°

推力和弯矩: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

抗力和弯矩:FX8,nail=0.00kN/mFY8,nail=0.00kN/mM8,nail=0.00kNm/mN8=58.43kN/mT8=23.57kN/mM8,T=287.11kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX9,nail=0.00kN/mFY9,nail=0.00kN/mM9,nail=0.00kNm/mN9=67.91kN/mT9=26.95kN/mM9,T=328.25kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX10,nail=0.00kN/mFY10,nail=0.00kN/mM10,nail=0.00kNm/mN10=76.63kN/mT10=30.07kN/mM10,T=366.27kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX11,nail=19.43kN/mFY11,nail=5.21kN/mM11,nail=202.15kNm/mN11=89.60kN/mT11=34.71kN/mM11,T=422.75kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX12,nail=0.00kN/mFY12,nail=0.00kN/mM12,nail=0.00kNm/mN12=92.18kN/mT12=35.70kN/mM12,T=434.86kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX13,nail=0.00kN/mFY13,nail=0.00kN/mM13,nail=0.00kNm/mN13=99.17kN/mT13=38.28kN/mM13,T=466.23kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX14,nail=0.00kN/mFY14,nail=0.00kN/mM14,nail=0.00kNm/mN14=99.97kN/mT14=38.71kN/mM14,T=471.43kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX15,nail=0.16kN/mFY15,nail=0.04kN/mM15,nail=1.24kNm/mN15=94.24kN/mT15=36.87kN/mM15,T=449.07kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX16,nail=0.00kN/mFY16,nail=0.00kN/mM16,nail=0.00kNm/mN16=93.53kN/mT16=36.87kN/mM16,T=449.09kNm/m条块

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

推力和弯矩: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

抗力和弯矩:FX17,nail=0.00kN/mFY17,nail=0.00kN/mM17,nail=0.00kNm/mN17=84.03kN/mT17=33.87kN/mM17,T=412.56kNm/m条块

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

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