k～k左侧滑坡处治计算书

PAGEPAGE1k155+80000～k1566++050左侧滑坡坡处处治计算书计算软件：理正正正岩土计计算4.5版本设计：复核：审核：2007年1000月K155＋80000～K155＋850段计算项目：原原原有坡面面残余余抗剪强强度反反算[计算简图][控制参数]:::采用规规规范: 通用方法法计算目目目标: 剩余下滑滑力力计算不考虑虑虑地震[坡面信息]坡面线线线段数7坡坡坡面线号水平投影(m)竖直投影(m)超载数15..73302..940000210..42293..98330038..41172..14000047..79932..88660057..93323..54880061..39993..54000075..00000..955500[土层信息]上部土土土层数2层号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强度度增十字板τ水强度增长长系层底线倾全孔压度(m)((kNN/m33)((kNN/m33)(kkPa))(度)力(kPa))擦角(度)((kPa))长系数下值(kPa))数水下值角(度)系数10..0001221.00000116.00000155.00000.0000020..0001119.00000115.55000144.0000-115.00000下部土土土层数1层号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强度度增十字板τ水强度增长长系层顶线倾全孔压度(m)((kNN/m33)((kNN/m33)(kkPa))(度)力(kPa))擦角(度)((kPa))长系数下值(kPa))数水下值角(度)系数15..0000222.00000116.00000155.00000.00000不考虑虑虑水的作作用[滑面信息]滑面线线线段数4滑面线起起始始点坐标:(00..0000,00.0000))滑动面面面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa))内摩擦角(度)11336.3361199.77430..00008..50008..0000221.5528811.00050..00008..50008..0000331.1146611.55490..00000..00000..0000441.2265533.22010..00000..00000..0000[计算条件]剩余下下下滑力计计算目目标:计算剩余余下下滑力剩余下下下滑力计计算时时的安全全系数数:11..0000计算结果:***************************************************************第1块滑体(直线滑动动面)**************************************************************本块始点X=339.00355末点X=440.33000上块传递递推推力==0.00000(kNN)推力角度==0.00000(度)本块滑面面粘粘聚力=00..0000(kkPa))滑面摩擦擦角=00..0000(度)本块总重(包括水)=311.6440((kN)本块总附附加加力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带带在在滑面切切向力力PPtt=00.0000((kNN)本块渗透透水水压力=00.0000((kNN)本块水浮浮力=00.0000((kNN)本块地震震力=00.0000((kNN)有效的滑滑动动面长度=33.4440((m))下滑力=2299.4224((kN)滑床反力RR==111.6631((kNN)滑面抗滑滑力=00..0000(kkN)粘聚力抗抗滑滑力=0..0000((kNN)本块剩余余下下滑力=2299.4224((kN)本块下滑滑力力角度==68..4333(度)______________________________________________________________***************************************************************第2块滑体(直线滑动动面)**************************************************************本块始点X=337.88899末点X=339.00355上块传递递推推力==29..4224(kkN))推力角度==68..4333(度)本块滑面面粘粘聚力=00..0000(kkPa))滑面摩擦擦角=00..0000(度)本块总重(包括水)=688.6555((kN)本块总附附加加力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带带在在滑面切切向力力PPtt=00.0000((kNN)本块渗透透水水压力=00.0000((kNN)本块水浮浮力=00.0000((kNN)本块地震震力=00.0000((kNN)有效的滑滑动动面长度=11.9927((m))下滑力=8833.6112((kN)滑床反力RR==488.4433((kNN)滑面抗滑滑力=00..0000(kkN)粘聚力抗抗滑滑力=0..0000((kNN)本块剩余余下下滑力=8833.6112((kN)本块下滑滑力力角度==53..4991(度)______________________________________________________________***************************************************************第3块滑体(直线滑动动面)**************************************************************本块始点X=336.33611末点X=337.88899上块传递递推推力==83..6112(kkN))推力角度==53..4991(度)本块滑面面粘粘聚力=88..5000(kkPa))滑面摩擦擦角=88..0000(度)本块总重(包括水)=1111.11911(kNN)本块总附附加加力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带带在在滑面切切向力力PPtt=00.0000((kNN)本块渗透透水水压力=00.0000((kNN)本块水浮浮力=00.0000((kNN)本块地震震力=00.0000((kNN)有效的滑滑动动面长度=11.8829((m))下滑力=11339.66199(kNN)滑床反力RR==1221..6799(kkN)滑面抗滑滑力=1177.1001((kN))粘聚力抗抗滑滑力=155..5455(kkN)本块剩余余下下滑力=11006.99744(kNN)本块下滑滑力力角度==33..3447(度)______________________________________________________________***************************************************************第4块滑体(直线滑动动面)**************************************************************本块始点X=332.33699末点X=336.33611上块传递递推推力==1066.9974((kNN)推力角度==33..3447(度)本块滑面面粘粘聚力=88..5000(kkPa))滑面摩擦擦角=88..0000(度)本块总重(包括水)=2775.66144(kNN)本块总附附加加力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带带在在滑面切切向力力PPtt=00.0000((kNN)本块渗透透水水压力=00.0000((kNN)本块水浮浮力=00.0000((kNN)本块地震震力=00.0000((kNN)有效的滑滑动动面长度=44.1133((m))下滑力=11772.88711(kNN)滑床反力RR==2999..8955(kkN)滑面抗滑滑力=4422.1447((kN))粘聚力抗抗滑滑力=355..1300(kkN)本块剩余余下下滑力=9955.5994((kN)本块下滑滑力力角度==15..0000(度)______________________________________________________________本块始点X=224.55766末点X=332.33699上块传递递推推力==95..5994(kkN))推力角度==15..0000(度)本块滑面面粘粘聚力=88..5000(kkPa))滑面摩擦擦角=88..0000(度)本块总重(包括水)=4225.99533(kNN)本块总附附加加力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带带在在滑面切切向力力PPtt=00.0000((kNN)本块渗透透水水压力=00.0000((kNN)本块水浮浮力=00.0000((kNN)本块地震震力=00.0000((kNN)有效的滑滑动动面长度=88.0068((m))下滑力=22005.88399(kNN)滑床反力RR==4111..4399(kkN)滑面抗滑滑力=5577.8224((kN))粘聚力抗抗滑滑力=688..5777(kkN)本块剩余余下下滑力=7799.4338((kN)本块下滑滑力力角度==15..0000(度)______________________________________________________________本块始点X=116.11599末点X=224.55766上块传递递推推力==79..4338(kkN))推力角度==15..0000(度)本块滑面面粘粘聚力=88..5000(kkPa))滑面摩擦擦角=88..0000(度)本块总重(包括水)=4005.44866(kNN)本块总附附加加力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带带在在滑面切切向力力PPtt=00.0000((kNN)本块渗透透水水压力=00.0000((kNN)本块水浮浮力=00.0000((kNN)本块地震震力=00.0000((kNN)有效的滑滑动动面长度=88.7714((m))下滑力=11884.33866(kNN)滑床反力RR==3991..6699(kkN)滑面抗滑滑力=5555.0445((kN))粘聚力抗抗滑滑力=744..0688(kkN)本块剩余余下下滑力=5555.2772((kN)本块下滑滑力力角度==15..0000(度)______________________________________________________________本块始点X=55.7330末点X=116.11599上块传递递推推力==55..2772(kkN))推力角度==15..0000(度)本块滑面面粘粘聚力=88..5000(kkPa))滑面摩擦擦角=88..0000(度)本块总重(包括水)=3996.00866(kNN)本块总附附加加力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带带在在滑面切切向力力PPtt=00.0000((kNN)本块渗透透水水压力=00.0000((kNN)本块水浮浮力=00.0000((kNN)本块地震震力=00.0000((kNN)有效的滑滑动动面长度=110..7977(mm)下滑力=11557.77877(kNN)滑床反力RR==3882..5899(kkN)滑面抗滑滑力=5533.7669((kN))粘聚力抗抗滑滑力=911..7744(kkN)本块剩余余下下滑力=1122.2444((kN)本块下滑滑力力角度==15..0000(度)______________________________________________________________本块始点X=00.0000末点X=00.0002上块传递递推推力==12..2444(kkN))推力角度==15..0000(度)本块滑面面粘粘聚力=88..5000(kkPa))滑面摩擦擦角=88..0000(度)本块总重(包括水)=0..0000(kkN)本块总附附加加力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带带在在滑面切切向力力PPtt=00.0000((kNN)本块渗透透水水压力=00.0000((kNN)本块水浮浮力=00.0000((kNN)本块地震力==0..0000(kkN))有效的滑动面面面长度=00.0002((m))下滑力=12.22444(kkN))滑床反力R=00.0000((kN))滑面抗滑滑力=00..0000(kkN)粘聚力抗抗滑滑力=0..0017((kNN)本块剩余下滑滑滑力=1122.2227((kN)本块下滑力角角角度==15..0000(度)______________________________________________________________计算项目：原原原有坡面面峰值值抗剪强强度计计算2[计算简图][控制参数]:::采用规规规范: 通用方法法计算目目目标: 剩余下滑滑力力计算不考虑虑虑地震[坡面信息]坡面线线线段数9坡坡坡面线号水平投影(m)竖直投影(m)超载数1444.46653..3668002777.30003..8771003999.10013..9116004555.36622..2225005444.81181..9663006444.76652..1226007999.00002..3550008555.27761..0008009444.84410..922500[土层信息]上部土土土层数2层号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强度度增十字板τ水强度增长长系层底线倾全孔压度(m)(kNN/m33)((kNN/m33)(kkPa))(度)力(kPa))擦角(度)((kPa))长系数下值(kPa))数水下值角(度)系数1555.0000221..0000116..0000155.0000-115..000021888.0000119..0000115..5000144.0000-115..0000下部土土土层数1层号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强度度增十字板τ水强度增长长系层顶线倾全孔压度(m)(kNN/m33)((kNN/m33)(kkPa))(度)力(kPa))擦角(度)((kPa))长系数下值(kPa))数水下值角(度)系数1555.0000222..0000116..0000155.00000..0000不考虑虑虑水的作作用[滑面信息]滑面线线线段数4滑面线起起始始点坐标:(00..0000,00.0000))滑动面面面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa))内摩擦角(度)13...11000.228000..000013..600011..50002336..36119.774330..000013..600011..500032...67442.555440..00000..00000..000042...66446.774110..00000..00000..0000[计算条件]剩余下下下滑力计计算目目标:计算剩余余下下滑力剩余下下下滑力计计算时时的安全全系数数:00..9700计算结果:***************************************************************第1块滑体(直线滑动动面)**************************************************************本块始点X=422..8944末点X=444.88100上块传递推力力力==0.00000(kNN)推力角度==0.00000(度)本块滑面粘聚聚聚力=00..0000(kkPa))滑面摩擦擦角=00..0000(度)本块总重(包包包括水)=977.2779((kN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=55.2210((m))下滑力=87.77554(kkN))滑床反力R=335.77600(kNN)滑面抗滑滑力=00..0000(kkN)粘聚力抗抗滑滑力=0..0000((kNN)本块剩余下滑滑滑力=8877.7554((kN)本块下滑力角角角度==68..4332(度)______________________________________________________________本块始点X=422..1455末点X=442.88944上块传递推力力力==87..7554(kkN))推力角度==68..4332(度)本块滑面粘聚聚聚力=00..0000(kkPa))滑面摩擦擦角=00..0000(度)本块总重(包包包括水)=822.3443((kN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=22.0038((m))下滑力=162..0035((kNN)滑床反力R=330.22699(kNN)滑面抗滑滑力=00..0000(kkN)粘聚力抗抗滑滑力=0..0000((kNN)本块剩余下滑滑滑力=11662.00355(kNN)本块下滑力角角角度==68..4332(度)______________________________________________________________***************************************************************第2块滑体(直线滑动动面)**************************************************************本块始点X=399..4711末点X=442.11455上块传递推力力力==1622.0035((kNN)推力角度==68..4332(度)本块滑面粘聚聚聚力=00..0000(kkPa))滑面摩擦擦角=00..0000(度)本块总重(包包包括水)=3993.77122(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=33.6698((m))下滑力=410..9938((kNN)滑床反力R=3352..5333(kkN))滑面抗滑滑力=00..0000(kkN)粘聚力抗抗滑滑力=0..0000((kNN)本块剩余下滑滑滑力=44110.99388(kNN)本块下滑力角角角度==43..6886(度)______________________________________________________________***************************************************************第3块滑体(直线滑动动面)**************************************************************本块始点X=377..8455末点X=339.44711上块传递推力力力==4100.9938((kNN)推力角度==43..6886(度)本块滑面粘聚聚聚力=1133.6000((kPa))滑面摩擦擦角=1111.5000((度)本块总重(包包包括水)=2771.22522(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=11.6684((m))下滑力=428..5599((kNN)滑床反力R=4459..2666(kkN))滑面抗滑滑力=9933.4339((kN))粘聚力抗抗滑滑力=222..8966(kkN)本块剩余下滑滑滑力=33112.22644(kNN)本块下滑力角角角度==15..0000(度)______________________________________________________________本块始点X=355..8100末点X=337.88455上块传递推力力力==3122.2264((kNN)推力角度==15..0000(度)本块滑面粘聚聚聚力=1133.6000((kPa))滑面摩擦擦角=1111.5000((度)本块总重(包包包括水)=3339.88499(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=22.1106((m))下滑力=397..5584((kNN)滑床反力R=3328..2669(kkN))滑面抗滑滑力=6666.7887((kN))粘聚力抗抗滑滑力=288..6466(kkN)本块剩余下滑滑滑力=33002.11511(kNN)本块下滑力角角角度==15..0000(度)______________________________________________________________本块始点X=311..0455末点X=335.88100上块传递推力力力==3022.1151((kNN)推力角度==15..0000(度)本块滑面粘聚聚聚力=1133.6000((kPa))滑面摩擦擦角=1111.5000((度)本块总重(包包包括水)=7558.11222(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=44.9933((m))下滑力=492..4481((kNN)滑床反力R=7732..2990(kkN))滑面抗滑滑力=11448.99866(kNN)粘聚力抗抗滑滑力=677..0899(kkN)本块剩余下滑滑滑力=22776.44066(kNN)本块下滑力角角角度==15..0000(度)______________________________________________________________本块始点X=266..2288末点X=331.00455上块传递推力力力==2766.4406((kNN)推力角度==15..0000(度)本块滑面粘聚聚聚力=1133.6000((kPa))滑面摩擦擦角=1111.5000((度)本块总重(包包包括水)=6996.88622(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=44.9987((m))下滑力=451..3356((kNN)滑床反力R=6673..1117(kkN))滑面抗滑滑力=11336.99477(kNN)粘聚力抗抗滑滑力=677..8299(kkN)本块剩余下滑滑滑力=22446.55800(kNN)本块下滑力角角角度==15..0000(度)______________________________________________________________本块始点X=200..8666末点X=226.22288上块传递推力力力==2466.5580((kNN)推力角度==15..0000(度)本块滑面粘聚聚聚力=1133.6000((kPa))滑面摩擦擦角=1111.5000((度)本块总重(包包包括水)=7001.22188(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=55.5551((m))下滑力=422..6623((kNN)滑床反力R=6677..3225(kkN))滑面抗滑滑力=11337.88033(kNN)粘聚力抗抗滑滑力=755..4944(kkN)本块剩余下滑滑滑力=22009.33255(kNN)本块下滑力角角角度==15..0000(度)______________________________________________________________本块始点X=111..7655末点X=220.88666上块传递推力力力==2099.3325((kNN)推力角度==15..0000(度)本块滑面粘聚聚聚力=1133.6000((kPa))滑面摩擦擦角=1111.5000((度)本块总重(包包包括水)=9994.33466(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=99.4422((m))下滑力=458..9960((kNN)滑床反力R=9960..4665(kkN))滑面抗滑滑力=11995.44099(kNN)粘聚力抗抗滑滑力=12288.1443((kN)本块剩余下滑滑滑力=11335.44088(kNN)本块下滑力角角角度==15..0000(度)______________________________________________________________本块始点X=7..5543末点X=111.77655上块传递推力力力==1355.4408((kNN)推力角度==15..0000(度)本块滑面粘聚聚聚力=1133.6000((kPa))滑面摩擦擦角=1111.5000((度)本块总重(包包包括水)=3557.66233(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=44.3371((m))下滑力=225..1191((kNN)滑床反力R=3345..4337(kkN))滑面抗滑滑力=7700.2880((kN))粘聚力抗抗滑滑力=599..4499(kkN)本块剩余下滑滑滑力=9955.4662((kN)本块下滑力角角角度==15..0000(度)______________________________________________________________本块始点X=4..4465末点X=77.5443上块传递推力力力==95..4662(kkN))推力角度==15..0000(度)本块滑面粘聚聚聚力=1133.6000((kPa))滑面摩擦擦角=1111.5000((度)本块总重(包包包括水)=2002.22111(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=33.1186((m))下滑力=146..2228((kNN)滑床反力R=1195..3220(kkN))滑面抗滑滑力=3399.7338((kN))粘聚力抗抗滑滑力=433..3333(kkN)本块剩余下滑滑滑力=6633.1556((kN)本块下滑力角角角度==15..0000(度)______________________________________________________________本块始点X=3..1110末点X=44.4665上块传递推力力力==63..1556(kkN))推力角度==15..0000(度)本块滑面粘聚聚聚力=1133.6000((kPa))滑面摩擦擦角=1111.5000((度)本块总重(包包包括水)=688.1660((kN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=11.4403((m))下滑力=80.22668(kkN))滑床反力R=665.88388(kNN)滑面抗滑滑力=1133.3995((kN))粘聚力抗抗滑滑力=199..0777(kkN)本块剩余下滑滑滑力=4477.7997((kN)本块下滑力角角角度==15..0000(度)______________________________________________________________***************************************************************第4块滑体(直线滑动动面)**************************************************************本块始点X=0..0000末点X=33.1110上块传递推力力力==47..7997(kkN))推力角度==15..0000(度)本块滑面粘聚聚聚力=1133.6000((kPa))滑面摩擦擦角=1111.5000((度)本块总重(包包包括水)=677.4666((kN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=33.1123((m))下滑力=52.99660(kkN))滑床反力R=775.33755(kNN)滑面抗滑滑力=1155.3335((kN))粘聚力抗抗滑滑力=422..4677(kkN)本块剩余下滑滑滑力=--44.8443((kN)本块下滑力角角角度==5.11455(度)______________________________________________________________计算项目：开开开挖后未未加固固整体稳稳定性性计算[计算简图][控制参数]:::采用规规规范: 通用方法法计算目目目标: 剩余下滑滑力力计算不考虑虑虑地震[坡面信息]坡面线线线段数6坡坡坡面线号水平投影(m)竖直投影(m)超载数11000.000010..0000002222.00000..00000033333.444011.499210..4992005777.18811..85520063444.92213..811800[土层信息]上部土土土层数2层号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强度度增十字板τ水强度增长长系层底线倾全孔压度(m)(kNN/m33)((kNN/m33)(kkPa))(度)力(kPa))擦角(度)((kPa))长系数下值(kPa))数水下值角(度)系数1555.0000221..0000116..0000155.0000-115..000021888.0000119..0000115..5000144.0000-115..0000下部土土土层数1层号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强度度增十字板τ水强度增长长系层顶线倾全孔压度(m)(kNN/m33)((kNN/m33)(kkPa))(度)力(kPa))擦角(度)((kPa))长系数下值(kPa))数水下值角(度)系数1555.0000222..0000116..0000155.00000..0000不考虑虑虑水的作作用[滑面信息]滑面线线线段数2滑面线起起始始点坐标:(00..0000,00.0000))滑动面面面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa))内摩擦角(度)1994..5922225.335770..000013..000011..000022...5455111.448220..000013..000011..0000[计算条件]剩余下下下滑力计计算目目标:计算剩余余下下滑力剩余下下下滑力计计算时时的安全全系数数:00..9655计算结果:***************************************************************第1块滑体(直线滑动动面)**************************************************************本块始点X=966..5588末点X=997.11377上块传递推力力力==0.00000(kNN)推力角度==0.00000(度)本块滑面粘聚聚聚力=1133.0000((kPa))滑面摩擦擦角=1111.0000((度)本块总重(包包包括水)=188.1110((kN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=22.6676((m))下滑力=17.00662(kkN))滑床反力R=33.9119((kN))滑面抗滑滑力=00..7622(kkN)粘聚力抗抗滑滑力=344..7888(kkN)本块剩余下滑滑滑力=--118.44888(kNN)本块下滑力角角角度==77..5002(度)______________________________________________________________本块始点X=955..4522末点X=996.55588上块传递推力力力==-188.4488((kNN)推力角度==77..5002(度)本块滑面粘聚聚聚力=1133.0000((kPa))滑面摩擦擦角=1111.0000((度)本块总重(包包包括水)=1112.55333(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=55.1111((m))下滑力=87.55334(kkN))滑床反力R=224.33522(kNN)滑面抗滑滑力=44..7344(kkN)粘聚力抗抗滑滑力=666..4433(kkN)本块剩余下滑滑滑力=1166.3557((kN)本块下滑力角角角度==77..5002(度)______________________________________________________________本块始点X=944..5922末点X=995.44522上块传递推力力力==16..3557(kkN))推力角度==77..5002(度)本块滑面粘聚聚聚力=1133.0000((kPa))滑面摩擦擦角=1111.0000((度)本块总重(包包包括水)=1661.33277(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=33.9974((m))下滑力=168..3349((kNN)滑床反力R=334.99111(kNN)滑面抗滑滑力=66..7866(kkN)粘聚力抗抗滑滑力=511..6577(kkN)本块剩余下滑滑滑力=11009.99055(kNN)本块下滑力角角角度==77..5002(度)______________________________________________________________***************************************************************第2块滑体(直线滑动动面)**************************************************************本块始点X=633..1133末点X=994.55922上块传递推力力力==1099.9905((kNN)推力角度==77..5002(度)本块滑面粘聚聚聚力=1133.0000((kPa))滑面摩擦擦角=1111.0000((度)本块总重(包包包括水)=86647..1005(kkN))本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=332..5900(mm)下滑力=22111..3466(kkN)滑床反力R=884499.7700((kNN)滑面抗滑滑力=116642..4555(kkN))粘聚力抗抗滑滑力=42233.6771((kN)本块剩余下滑滑滑力=11445.22199(kNN)本块下滑力角角角度==15..0006(度)______________________________________________________________本块始点X=555..9322末点X=663.11133上块传递推力力力==1455.2219((kNN)推力角度==15..0006(度)本块滑面粘聚聚聚力=1133.0000((kPa))滑面摩擦擦角=1111.0000((度)本块总重(包包包括水)=23318..6558(kkN))本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=77.4435((m))下滑力=724..5566((kNN)滑床反力R=222399.5585((kNN)滑面抗滑滑力=44335.33311(kNN)粘聚力抗抗滑滑力=966..6566(kkN)本块剩余下滑滑滑力=11992.55799(kNN)本块下滑力角角角度==15..0006(度)______________________________________________________________本块始点X=455..4400末点X=555.99322上块传递推力力力==1922.5579((kNN)推力角度==15..0006(度)本块滑面粘聚聚聚力=1133.0000((kPa))滑面摩擦擦角=1111.0000((度)本块总重(包包包括水)=26629..3220(kkN))本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=110..8622(mm)下滑力=849..5548((kNN)滑床反力R=225399.6653((kNN)滑面抗滑滑力=44993.66599(kNN)粘聚力抗抗滑滑力=14411.2008((kN)本块剩余下滑滑滑力=22114.66822(kNN)本块下滑力角角角度==15..0006(度)______________________________________________________________本块始点X=366..0000末点X=445.44400上块传递推力力力==2144.6682((kNN)推力角度==15..0006(度)本块滑面粘聚聚聚力=1133.0000((kPa))滑面摩擦擦角=1111.0000((度)本块总重(包包包括水)=16621..8668(kkN))本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=99.7773((m))下滑力=619..9926((kNN)滑床反力R=115666.5558((kNN)滑面抗滑滑力=33004.55088(kNN)粘聚力抗抗滑滑力=12277.0554((kN)本块剩余下滑滑滑力=11888.33644(kNN)本块下滑力角角角度==15..0006(度)______________________________________________________________本块始点X=122..0000末点X=336.00000上块传递推力力力==1888.3364((kNN)推力角度==15..0006(度)本块滑面粘聚聚聚力=1133.0000((kPa))滑面摩擦擦角=1111.0000((度)本块总重(包包包括水)=36625..8330(kkN))本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=224..8477(mm)下滑力=10944..3255(kkN)滑床反力R=335022.1180((kNN)滑面抗滑滑力=66880.77555(kNN)粘聚力抗抗滑滑力=32233.0116((kN)本块剩余下滑滑滑力=9900.5554((kN)本块下滑力角角角度==15..0006(度)______________________________________________________________本块始点X=100..0000末点X=112.00000上块传递推力力力==90..5554(kkN))推力角度==15..0006(度)本块滑面粘聚聚聚力=1133.0000((kPa))滑面摩擦擦角=1111.0000((度)本块总重(包包包括水)=2882.55844(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN))有效的滑动面面面长度=22.0071((m))下滑力=161..1161((kNN)滑床反力R=2272..9447(kkN))滑面抗滑滑力=5533.0556((kN))粘聚力抗抗滑滑力=266..9188(kkN)本块剩余下滑滑滑力=8811.1888((kN)本块下滑力角角角度==15..0006(度)______________________________________________________________本块始点X=5..0000末点X=110.00000上块传递推力力力==81..1888(kkN))推力角度==15..0006(度)本块滑面粘聚聚聚力=1133.0000((kPa))滑面摩擦擦角=1111.0000((度)本块总重(包包包括水)=5558.00966(kNN)本块总附加力力力PPxx=00.0000((kNN)PPy==00.0000((kN)本块筋带在滑滑滑面切向力力PPtt=00.0000((kNN)本块渗透水压压压力=00.0000((kNN)本块水浮力==0..0000(kkN))本块地震力==0..0000(kkN