附表1 边坡稳定性计算表.docx
《附表1 边坡稳定性计算表.docx》由会员分享,可在线阅读,更多相关《附表1 边坡稳定性计算表.docx(25页珍藏版)》请在课桌文档上搜索。
1、附表1:滑坡稳定性计算及推力计算成果表2-2,剖面滑面I稳定性计算表条块号滑体体积Vl血Yl用量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力UKg倾角内聚力内摩擦角RTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(0)Ci(KPa)(o)(KN/m)(KN/m)(KN/m)(KN/m)I5.2424.5128.38O3.0159.7173058.45110.8559.290.531.367.5529.2424.5226.38O2.5245.027300.838110.03160.13112.770.52
2、1.30.859136.65333.2224.5813.896.7922.224240.770362.62307.7874.720.921.30.794147.69415.7624.5386.127.7315.414240.946196.65102.600.001.131.30.95497.802-2剖面滑面2稳定性冲算表条块号滑体体积Vl重度Yl审量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力U长度倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(o)Ci(KPa)(o)(KN/m
3、)(KN/m)(KN/m)(KN/m)122.6724.5555.4206.8039.81424217.16355.60132.790.611.3194.74228.9524.5709.2806.6231.194240.920296.62367.32185.180.611.30.939330.51333.2224.5813.896.7922.224240.917362.62307.78105.460.761.30.936348.65415.7624.5386.127.7315.414240.939196.65102.600.000.981.30.954289.493-3,剖面滑面1稳定性计算表
4、条块号滑体体积Vl重度Yl重量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力U血倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)ai(。)Ci(KPa)(0)(KN/m)(KN/m)(KN/m)(KN/m)117.8724.5437.8205.4545.79730214.41313.82143.720.681.3155.230.3524.5743.5806.1919.224240.736337.37244.7882.970.961.30.747110.65313.8624.5339.57
5、7.0710.624240.936176.8862.580.001.261.30.93935.513-3剖面滑面2稳定性计算表条块号滑体体积Vl重度Yl重量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力U长度倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(o)Ci(KPa)(o)(KN/m)(KN/m)(KN/m)(KN/m)126.2724.5643.6206.4234.39424262.15363.53124.400.721.3169.34226.2124.5642.1505.5
6、329.234240.959271.62313.57185.160.63L30.966276.01330.3524.5743.586.1919.224240.914337.37244.78106.310.811.30.927250.86413.8624.5339.577.0710.624240.928176.8862.580.001.101.30.939167.234-4,剖面滑面I稳定性计算表条块滑体体积Vl重度YI重量水力作用滑面数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力U长度倾角内聚力内摩擦角R1TiPiFsFstP(m3m)(KNm3)(KN/
7、m)m(KN/m)Li(m)i(0)Ci(KPa)(PO(KN/m)(KN/m)(KN/m)(KN/m)I28.7724.5704.8708.4152.95730304.06562.56255.720.541.3337.33256.2824.51378.8609.5034.857300.770719.81787.92258.320.731.30.818530.55323.9824.5587.517.9310.284240.723289.10104.850.000.991.30.772300.454-4剖面滑面2稳定性计算表条块滑体体积Vl重度Yl重量水力作用滑面数抗滑力下滑力剩余下滑力稳定系数
8、安全系数传递系数支护剩余下滑力G水头高度hw总水压力U长度倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)ai(。)Ci(KPa)(0)(KN/m)(KN/m)(KN/m)(KN/m)121.5524.5527.980.903.41557.5940.91424206.49S45.76134.440.601.3192.80245.9724.51126.2709.7746.374241.039385.08815.20560.780.401.31.027727.94380.8424.51980.5811.0141.434240.957705.191
9、310.561125.570.381.30.9681492.75495.9224.52350.0415.8510.284240.6201092.91419.390.0.981.30.685632.685-5,剖面滑面I稳定性计算表条块滑体体积Vl重度Yl事量水力作用滑面数抗滑力下滑力剩余下滑力稳定系数传递系数支护胭余下滑力G水头高度hw总水压力U长度倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(o)Ci(KPa)(o)(KN/m)(KN/m)(KN/m)(KN/m)I15.24.5367.5004.9654.38730158.29298
10、.74136.160.531.3181.49230.2524.5741.1305.3046.797300.913330.06540.17325.480.501.30.935465.32348.1424.51179.437.7738.747300.907585.52738.07431.950.571.30.930737.22429.0824.5712.467.997.284240.614346.6190.280.000.971.30.681335.495-5朝面滑面2稳定性计:津表条块号滑体体积Vl重度Yl重量水力作用滑面传递系数抗滑力下滑力剌余下滑力稳定系数安全系数传递系数支护料余下滑力G水头
11、高度hw总水压力U长度倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(o)Ci(KPa)(o)(KN/m)(KN/m)(KN/m)(KN/m)I20.7324.5507.8905.1450.08424165.67389.52228.840.431.3266.80262.7124.51536.4009.0846.064240.967510.981106.31832.070.381.30.974987.783106.8624.52618.0710.1330.824240.851121.551341.31039.530.511.30.87814
12、37.2441(M.2924.52555.119.4712.464240.8131148.69551.28282.420.82130.845915.18532.1624.5787.928.447.284240.957381.7499.840.001.031.30.966701.2666-6剖面滑面1稳定性计算表条块滑体体积Vl重度YI重量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力U长度倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i()Ci(KPa)(o)(KN/m)(KN/m)(
13、KN/m)(KN/m)111.5720.5237.191.0017.13.4241.8418986.84158.2167.430.551.393.89226.0720.5534.4406.4726.561890.921192.17238.96100.170.641.30.9M184.28312.0020.5246.006.9717.411890.961162.6473.610.000.961.30.969131.636-6剖面滑面2稳定生计算表条块号滑体体积Vl三l重量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw,KJ三U长度倾角内聚力内摩擦角
14、RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)出(。)Ci(KPa)(0)(KN/m)(KN/m)(KN/m)(KN/m)112.3224.5301.8404.0251.36424100.00235.76142.700.421.3161.69225.5824.5626.7104.7546.174240.958212.23452.11391.30.361.30.966451.10349.8624.51221.575.5633.194240.881477.39668.71569.330.471.30.900721.25496.9924.52376.2610.66
15、16.854240.8431055.19688.80186.690.901.30.867532.37536.2324.5887.6410.9914.014240.978427.40214.890.001.081.30.982421317-7,剖面滑面1稳定性计算表条块号滑体体积Vl重度Yl重启水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力U长度倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(o)Ci(KPa)(o)(KN/m)(KN/m)(KN/m)(KN/m)I9.1824.522
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- 附表1 边坡稳定性计算表 附表 稳定性 计算

链接地址:https://www.desk33.com/p-731098.html