k155+800～k156+050左侧滑坡处治计算书

PAGEPAGE280k155+800～k156+050左侧滑坡处治计算书计算软件：理正正岩土计算4.5版本设计：复核：审核：2007年100月K155＋8000～K155＋850段计算项目：原原有坡面残余余抗剪强度反反算[计算简图][控制参数]::采用规规范: 通用方法计算目目标: 剩余下滑力力计算不考虑虑地震[坡面信息]坡面线线段数7坡坡面线号水平投影(m)竖直投影(m)超载数15.73302..94000210.42293..9830038.41172..1400047.79932..8860057.93323..5480061.39993..5400075.00000..95500[土层信息]上部土土层数2层号号定位高重度饱和重度粘聚力内摩擦角水下粘聚水下内摩十字板τ强度增十字板τ水强度增长系层底线倾全孔压度(m)(kNN/m3)(kNN/m3)(kkPa)(度)力(kPa))擦角(度)((kPa)长系数下值(kPa))数水下值角(度)系数10.0001221.0000116.0000155.0000.000020.0001119.0000115.5000144.000-115.0000下部土土层数1层号号定位深重度饱和重度粘聚力内摩擦角水下粘聚水下内摩十字板τ强度增十字板τ水强度增长系层顶线倾全孔压度(m)(kNN/m3)(kNN/m3)(kkPa)(度)力(kPa))擦角(度)((kPa)长系数下值(kPa))数水下值角(度)系数15.0000222.0000116.0000155.0000.0000不考虑虑水的作用[滑面信息]滑面线线段数4滑面线起始始点坐标:(0..000,00.000))滑动面面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa))内摩擦角(度)1336.36119.77430..0008..5008..00021.52881.00050..0008..5008..00031.14661.55490..0000..0000..00041.26553.22010..0000..0000..000[计算条件]剩余下下滑力计算目目标:计算剩余下下滑力剩余下下滑力计算时时的安全系数数:1..000计算结果:******************************************************第1块滑体(直线滑动面)*****************************************************本块始点X=339.0355末点X=440.3000上块传递推推力=0.0000(kN)推力角度=0.0000(度)本块滑面粘粘聚力=0..000(kkPa)滑面摩擦角=0..000(度)本块总重(包括水)=311.640((kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=3.4440(m))下滑力=299.424((kN)滑床反力R==11.6631(kNN)滑面抗滑力=0..000(kkN)粘聚力抗滑滑力=0.0000(kNN)本块剩余下下滑力=299.424((kN)本块下滑力力角度=68.4333(度)_____________________________________________________******************************************************第2块滑体(直线滑动面)*****************************************************本块始点X=337.8899末点X=339.0355上块传递推推力=29.4224(kN))推力角度=68.4333(度)本块滑面粘粘聚力=0..000(kkPa)滑面摩擦角=0..000(度)本块总重(包括水)=688.655((kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=1.9927(m))下滑力=833.612((kN)滑床反力R==48.4433(kNN)滑面抗滑力=0..000(kkN)粘聚力抗滑滑力=0.0000(kNN)本块剩余下下滑力=833.612((kN)本块下滑力力角度=53.4991(度)_____________________________________________________******************************************************第3块滑体(直线滑动面)*****************************************************本块始点X=336.3611末点X=337.8899上块传递推推力=83.6112(kN))推力角度=53.4991(度)本块滑面粘粘聚力=8..500(kkPa)滑面摩擦角=8..000(度)本块总重(包括水)=1111.1911(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=1.8829(m))下滑力=1339.6199(kN)滑床反力R==121..679(kkN)滑面抗滑力=177.101((kN)粘聚力抗滑滑力=15..545(kkN)本块剩余下下滑力=1006.9744(kN)本块下滑力力角度=33.3447(度)_____________________________________________________******************************************************第4块滑体(直线滑动面)*****************************************************本块始点X=332.3699末点X=336.3611上块传递推推力=106.9974(kNN)推力角度=33.3447(度)本块滑面粘粘聚力=8..500(kkPa)滑面摩擦角=8..000(度)本块总重(包括水)=2775.6144(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=4.1133(m))下滑力=1772.8711(kN)滑床反力R==299..895(kkN)滑面抗滑力=422.147((kN)粘聚力抗滑滑力=35..130(kkN)本块剩余下下滑力=955.594((kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=224.5766末点X=332.3699上块传递推推力=95.5994(kN))推力角度=15.0000(度)本块滑面粘粘聚力=8..500(kkPa)滑面摩擦角=8..000(度)本块总重(包括水)=4225.9533(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=8.0068(m))下滑力=2005.8399(kN)滑床反力R==411..439(kkN)滑面抗滑力=577.824((kN)粘聚力抗滑滑力=68..577(kkN)本块剩余下下滑力=799.438((kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=116.1599末点X=224.5766上块传递推推力=79.4338(kN))推力角度=15.0000(度)本块滑面粘粘聚力=8..500(kkPa)滑面摩擦角=8..000(度)本块总重(包括水)=4005.4866(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=8.7714(m))下滑力=1884.3866(kN)滑床反力R==391..669(kkN)滑面抗滑力=555.045((kN)粘聚力抗滑滑力=74..068(kkN)本块剩余下下滑力=555.272((kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=55.730末点X=116.1599上块传递推推力=55.2772(kN))推力角度=15.0000(度)本块滑面粘粘聚力=8..500(kkPa)滑面摩擦角=8..000(度)本块总重(包括水)=3996.0866(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=10..797(mm)下滑力=1557.7877(kN)滑床反力R==382..589(kkN)滑面抗滑力=533.769((kN)粘聚力抗滑滑力=91..774(kkN)本块剩余下下滑力=122.244((kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=00.000末点X=00.002上块传递推推力=12.2444(kN))推力角度=15.0000(度)本块滑面粘粘聚力=8..500(kkPa)滑面摩擦角=8..000(度)本块总重(包括水)=0..000(kkN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=0.0002(m))下滑力=122.244((kN)滑床反力R==0.0000(kN))滑面抗滑力=0..000(kkN)粘聚力抗滑滑力=0.0017(kNN)本块剩余下下滑力=122.227((kN)本块下滑力力角度=15.0000(度)_____________________________________________________计算项目：原原有坡面峰值值抗剪强度计计算2[计算简图][控制参数]::采用规规范: 通用方法计算目目标: 剩余下滑力力计算不考虑虑地震[坡面信息]坡面线线段数9坡坡面线号水平投影(m)竖直投影(m)超载数14.46653..3680027.30003..8710039.10013..9160045.36622..2250054.81181..9630064.76652..1260079.00002..3500085.27761..0080094.84410..92500[土层信息]上部土土层数2层号号定位高重度饱和重度粘聚力内摩擦角水下粘聚水下内摩十字板τ强度增十字板τ水强度增长系层底线倾全孔压度(m)(kNN/m3)(kNN/m3)(kkPa)(度)力(kPa))擦角(度)((kPa)长系数下值(kPa))数水下值角(度)系数15.0000221.0000116.0000155.000-115.0000218.0000119.0000115.5000144.000-115.0000下部土土层数1层号号定位深重度饱和重度粘聚力内摩擦角水下粘聚水下内摩十字板τ强度增十字板τ水强度增长系层顶线倾全孔压度(m)(kNN/m3)(kNN/m3)(kkPa)(度)力(kPa))擦角(度)((kPa)长系数下值(kPa))数水下值角(度)系数15.0000222.0000116.0000155.0000.0000不考虑虑水的作用[滑面信息]滑面线线段数4滑面线起始始点坐标:(0..000,00.000))滑动面面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa))内摩擦角(度)13.11000.22800..00013..60011..5002336.36119.77430..00013..60011..50032.67442.55540..0000..0000..00042.66446.77410..0000..0000..000[计算条件]剩余下下滑力计算目目标:计算剩余下下滑力剩余下下滑力计算时时的安全系数数:0..970计算结果:******************************************************第1块滑体(直线滑动面)*****************************************************本块始点X=442.8944末点X=444.8100上块传递推推力=0.0000(kN)推力角度=0.0000(度)本块滑面粘粘聚力=0..000(kkPa)滑面摩擦角=0..000(度)本块总重(包括水)=977.279((kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=5.2210(m))下滑力=877.754((kN)滑床反力R==35.7760(kNN)滑面抗滑力=0..000(kkN)粘聚力抗滑滑力=0.0000(kNN)本块剩余下下滑力=877.754((kN)本块下滑力力角度=68.4332(度)_____________________________________________________本块始点X=442.1455末点X=442.8944上块传递推推力=87.7554(kN))推力角度=68.4332(度)本块滑面粘粘聚力=0..000(kkPa)滑面摩擦角=0..000(度)本块总重(包括水)=822.343((kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=2.0038(m))下滑力=1662.0355(kN)滑床反力R==30.2269(kNN)滑面抗滑力=0..000(kkN)粘聚力抗滑滑力=0.0000(kNN)本块剩余下下滑力=1662.0355(kN)本块下滑力力角度=68.4332(度)_____________________________________________________******************************************************第2块滑体(直线滑动面)*****************************************************本块始点X=339.4711末点X=442.1455上块传递推推力=162.0035(kNN)推力角度=68.4332(度)本块滑面粘粘聚力=0..000(kkPa)滑面摩擦角=0..000(度)本块总重(包括水)=3993.7122(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=3.6698(m))下滑力=4110.9388(kN)滑床反力R==352..533(kkN)滑面抗滑力=0..000(kkN)粘聚力抗滑滑力=0.0000(kNN)本块剩余下下滑力=4110.9388(kN)本块下滑力力角度=43.6886(度)_____________________________________________________******************************************************第3块滑体(直线滑动面)*****************************************************本块始点X=337.8455末点X=339.4711上块传递推推力=410.9938(kNN)推力角度=43.6886(度)本块滑面粘粘聚力=133.600((kPa)滑面摩擦角=111.500((度)本块总重(包括水)=2771.2522(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=1.6684(m))下滑力=4228.5999(kN)滑床反力R==459..266(kkN)滑面抗滑力=933.439((kN)粘聚力抗滑滑力=22..896(kkN)本块剩余下下滑力=3112.2644(kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=335.8100末点X=337.8455上块传递推推力=312.2264(kNN)推力角度=15.0000(度)本块滑面粘粘聚力=133.600((kPa)滑面摩擦角=111.500((度)本块总重(包括水)=3339.8499(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=2.1106(m))下滑力=3997.5844(kN)滑床反力R==328..269(kkN)滑面抗滑力=666.787((kN)粘聚力抗滑滑力=28..646(kkN)本块剩余下下滑力=3002.1511(kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=331.0455末点X=335.8100上块传递推推力=302.1151(kNN)推力角度=15.0000(度)本块滑面粘粘聚力=133.600((kPa)滑面摩擦角=111.500((度)本块总重(包括水)=7558.1222(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=4.9933(m))下滑力=4992.4811(kN)滑床反力R==732..290(kkN)滑面抗滑力=1448.9866(kN)粘聚力抗滑滑力=67..089(kkN)本块剩余下下滑力=2776.4066(kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=226.2288末点X=331.0455上块传递推推力=276.4406(kNN)推力角度=15.0000(度)本块滑面粘粘聚力=133.600((kPa)滑面摩擦角=111.500((度)本块总重(包括水)=6996.8622(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=4.9987(m))下滑力=4551.3566(kN)滑床反力R==673..117(kkN)滑面抗滑力=1336.9477(kN)粘聚力抗滑滑力=67..829(kkN)本块剩余下下滑力=2446.5800(kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=220.8666末点X=226.2288上块传递推推力=246.5580(kNN)推力角度=15.0000(度)本块滑面粘粘聚力=133.600((kPa)滑面摩擦角=111.500((度)本块总重(包括水)=7001.2188(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=5.5551(m))下滑力=4222.6233(kN)滑床反力R==677..325(kkN)滑面抗滑力=1337.8033(kN)粘聚力抗滑滑力=75..494(kkN)本块剩余下下滑力=2009.3255(kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=111.7655末点X=220.8666上块传递推推力=209.3325(kNN)推力角度=15.0000(度)本块滑面粘粘聚力=133.600((kPa)滑面摩擦角=111.500((度)本块总重(包括水)=9994.3466(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=9.4422(m))下滑力=4558.9600(kN)滑床反力R==960..465(kkN)滑面抗滑力=1995.4099(kN)粘聚力抗滑滑力=1288.143((kN)本块剩余下下滑力=1335.4088(kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=77.543末点X=111.7655上块传递推推力=135.4408(kNN)推力角度=15.0000(度)本块滑面粘粘聚力=133.600((kPa)滑面摩擦角=111.500((度)本块总重(包括水)=3557.6233(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=4.3371(m))下滑力=2225.1911(kN)滑床反力R==345..437(kkN)滑面抗滑力=700.280((kN)粘聚力抗滑滑力=59..449(kkN)本块剩余下下滑力=955.462((kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=44.465末点X=77.543上块传递推推力=95.4662(kN))推力角度=15.0000(度)本块滑面粘粘聚力=133.600((kPa)滑面摩擦角=111.500((度)本块总重(包括水)=2002.2111(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=3.1186(m))下滑力=1446.2288(kN)滑床反力R==195..320(kkN)滑面抗滑力=399.738((kN)粘聚力抗滑滑力=43..333(kkN)本块剩余下下滑力=633.156((kN)本块下滑力力角度=15.0000(度)_____________________________________________________本块始点X=33.110末点X=44.465上块传递推推力=63.1556(kN))推力角度=15.0000(度)本块滑面粘粘聚力=133.600((kPa)滑面摩擦角=111.500((度)本块总重(包括水)=688.160((kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=1.4403(m))下滑力=800.268((kN)滑床反力R==65.8838(kNN)滑面抗滑力=133.395((kN)粘聚力抗滑滑力=19..077(kkN)本块剩余下下滑力=477.797((kN)本块下滑力力角度=15.0000(度)_____________________________________________________******************************************************第4块滑体(直线滑动面)*****************************************************本块始点X=00.000末点X=33.110上块传递推推力=47.7997(kN))推力角度=15.0000(度)本块滑面粘粘聚力=133.600((kPa)滑面摩擦角=111.500((度)本块总重(包括水)=677.466((kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=3.1123(m))下滑力=522.960((kN)滑床反力R==75.3375(kNN)滑面抗滑力=155.335((kN)粘聚力抗滑滑力=42..467(kkN)本块剩余下下滑力=-44.843((kN)本块下滑力力角度=5.1455(度)_____________________________________________________计算项目：开开挖后未加固固整体稳定性性计算[计算简图][控制参数]::采用规规范: 通用方法计算目目标: 剩余下滑力力计算不考虑虑地震[坡面信息]坡面线线段数6坡坡面线号水平投影(m)竖直投影(m)超载数110.000010..0000022.00000..00000333.444011..14700410.499210..4920057.18811..85200634.92213..81800[土层信息]上部土土层数2层号号定位高重度饱和重度粘聚力内摩擦角水下粘聚水下内摩十字板τ强度增十字板τ水强度增长系层底线倾全孔压度(m)(kNN/m3)(kNN/m3)(kkPa)(度)力(kPa))擦角(度)((kPa)长系数下值(kPa))数水下值角(度)系数15.0000221.0000116.0000155.000-115.0000218.0000119.0000115.5000144.000-115.0000下部土土层数1层号号定位深重度饱和重度粘聚力内摩擦角水下粘聚水下内摩十字板τ强度增十字板τ水强度增长系层顶线倾全孔压度(m)(kNN/m3)(kNN/m3)(kkPa)(度)力(kPa))擦角(度)((kPa)长系数下值(kPa))数水下值角(度)系数15.0000222.0000116.0000155.0000.0000不考虑虑水的作用[滑面信息]滑面线线段数2滑面线起始始点坐标:(0..000,00.000))滑动面面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa))内摩擦角(度)1994.592225.33570..00013..00011..00022.545511.44820..00013..00011..000[计算条件]剩余下下滑力计算目目标:计算剩余下下滑力剩余下下滑力计算时时的安全系数数:0..965计算结果:******************************************************第1块滑体(直线滑动面)*****************************************************本块始点X=996.5588末点X=997.1377上块传递推推力=0.0000(kN)推力角度=0.0000(度)本块滑面粘粘聚力=133.000((kPa)滑面摩擦角=111.000((度)本块总重(包括水)=188.110((kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=2.6676(m))下滑力=177.062((kN)滑床反力R==3.9119(kN))滑面抗滑力=0..762(kkN)粘聚力抗滑滑力=34..788(kkN)本块剩余下下滑力=-118.4888(kN)本块下滑力力角度=77.5002(度)_____________________________________________________本块始点X=995.4522末点X=996.5588上块传递推推力=-18.4488(kNN)推力角度=77.5002(度)本块滑面粘粘聚力=133.000((kPa)滑面摩擦角=111.000((度)本块总重(包括水)=1112.5333(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=5.1111(m))下滑力=877.534((kN)滑床反力R==24.3352(kNN)滑面抗滑力=4..734(kkN)粘聚力抗滑滑力=66..443(kkN)本块剩余下下滑力=166.357((kN)本块下滑力力角度=77.5002(度)_____________________________________________________本块始点X=994.5922末点X=995.4522上块传递推推力=16.3557(kN))推力角度=77.5002(度)本块滑面粘粘聚力=133.000((kPa)滑面摩擦角=111.000((度)本块总重(包括水)=1661.3277(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=3.9974(m))下滑力=1668.3499(kN)滑床反力R==34.9911(kNN)滑面抗滑力=6..786(kkN)粘聚力抗滑滑力=51..657(kkN)本块剩余下下滑力=1009.9055(kN)本块下滑力力角度=77.5002(度)_____________________________________________________******************************************************第2块滑体(直线滑动面)*****************************************************本块始点X=663.1133末点X=994.5922上块传递推推力=109.9905(kNN)推力角度=77.5002(度)本块滑面粘粘聚力=133.000((kPa)滑面摩擦角=111.000((度)本块总重(包括水)=86647.1005(kN))本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=32..590(mm)下滑力=22211.3446(kN))滑床反力R==84499.700((kN)滑面抗滑力=16642.4555(kN))粘聚力抗滑滑力=4233.671((kN)本块剩余下下滑力=1445.2199(kN)本块下滑力力角度=15.0006(度)_____________________________________________________本块始点X=555.9322末点X=663.1133上块传递推推力=145.2219(kNN)推力角度=15.0006(度)本块滑面粘粘聚力=133.000((kPa)滑面摩擦角=111.000((度)本块总重(包括水)=23318.6558(kN))本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=7.4435(m))下滑力=7224.5666(kN)滑床反力R==22399.585((kN)滑面抗滑力=4335.3311(kN)粘聚力抗滑滑力=96..656(kkN)本块剩余下下滑力=1992.5799(kN)本块下滑力力角度=15.0006(度)_____________________________________________________本块始点X=445.4400末点X=555.9322上块传递推推力=192.5579(kNN)推力角度=15.0006(度)本块滑面粘粘聚力=133.000((kPa)滑面摩擦角=111.000((度)本块总重(包括水)=26629.3220(kN))本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=10..862(mm)下滑力=8449.5488(kN)滑床反力R==25399.653((kN)滑面抗滑力=4993.6599(kN)粘聚力抗滑滑力=1411.208((kN)本块剩余下下滑力=2114.6822(kN)本块下滑力力角度=15.0006(度)_____________________________________________________本块始点X=336.0000末点X=445.4400上块传递推推力=214.6682(kNN)推力角度=15.0006(度)本块滑面粘粘聚力=133.000((kPa)滑面摩擦角=111.000((度)本块总重(包括水)=16621.8668(kN))本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=9.7773(m))下滑力=6119.9266(kN)滑床反力R==15666.558((kN)滑面抗滑力=3004.5088(kN)粘聚力抗滑滑力=1277.054((kN)本块剩余下下滑力=1888.3644(kN)本块下滑力力角度=15.0006(度)_____________________________________________________本块始点X=112.0000末点X=336.0000上块传递推推力=188.3364(kNN)推力角度=15.0006(度)本块滑面粘粘聚力=133.000((kPa)滑面摩擦角=111.000((度)本块总重(包括水)=36625.8330(kN))本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=24..847(mm)下滑力=10094.3225(kN))滑床反力R==35022.180((kN)滑面抗滑力=6880.7555(kN)粘聚力抗滑滑力=3233.016((kN)本块剩余下下滑力=900.554((kN)本块下滑力力角度=15.0006(度)_____________________________________________________本块始点X=110.0000末点X=112.0000上块传递推推力=90.5554(kN))推力角度=15.0006(度)本块滑面粘粘聚力=133.000((kPa)滑面摩擦角=111.000((度)本块总重(包括水)=2882.5844(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=2.0071(m))下滑力=1661.1611(kN)滑床反力R==272..947(kkN)滑面抗滑力=533.056((kN)粘聚力抗滑滑力=26..918(kkN)本块剩余下下滑力=811.188((kN)本块下滑力力角度=15.0006(度)_____________________________________________________本块始点X=55.000末点X=110.0000上块传递推推力=81.1888(kN))推力角度=15.0006(度)本块滑面粘粘聚力=133.000((kPa)滑面摩擦角=111.000((度)本块总重(包括水)=5558.0966(kN)本块总附加加力Pxx=0.0000(kNN)PPy=00.000((kN)本块筋带在在滑面切向力力Ptt=0.0000(kNN)本块渗透水水压力=0.0000(kNN)本块水浮力=0.0000(kNN)本块地震力=0.0000(kNN)有效的滑动动面长度=5.1177(m))下滑力=2220.6355(kN)滑床反力R==539..063(kkN)滑面抗滑力=1004.7833(kN)粘聚力抗滑滑力=67..295(kkN)本块剩余下下滑力=488.557((kN)本块下滑力力角度=15.0006(度)_____________________________________________________本块始点X=00.000末点X=5