高邊坡計(jì)算書蒲邊至中海創(chuàng)段

永泰縣城區(qū)三環(huán)路蒲邊至中海創(chuàng)段道路工程高邊坡計(jì)算書中交公路規(guī)劃設(shè)計(jì)院有限公司2015年10月永泰縣城區(qū)三環(huán)路蒲邊至中海創(chuàng)段道路工程高邊坡計(jì)算書計(jì)算：復(fù)核：審核：中交公路規(guī)劃設(shè)計(jì)院有限公司2015年10月K14+460左側(cè)邊坡計(jì)算（天然工況）計(jì)算項(xiàng)目：K14+460天然工況------------------------------------------------------------------------[計(jì)算簡(jiǎn)圖][控制參數(shù)]:采用規(guī)范: 通用方法計(jì)算目標(biāo): 安全系數(shù)計(jì)算滑裂面形狀:圓弧滑動(dòng)法不考慮地震[坡面信息]坡面線段數(shù)12坡面線號(hào)水平投影(m)豎直投影(m)超載數(shù)14.1945.592021.8062.408032.0000.000048.0008.000052.0000.000068.0008.000072.0000.000088.0008.000092.0000.0000102.3411.8730113.5672.85301230.0000.0000[土層信息]坡面節(jié)點(diǎn)數(shù)13編號(hào)X(m)Y(m)00.0000.000-14.1945.592-26.0008.000-38.0008.000-416.00016.000-518.00016.000-626.00024.000-728.00024.000-836.00032.000-938.00032.000-1040.34133.873-1143.90836.726-1273.90836.726附加節(jié)點(diǎn)數(shù)12編號(hào)X(m)Y(m)143.66135.032245.16035.296348.00935.413473.90833.623512.6245.898624.6457.035733.4528.346844.84210.441973.90816.29810-36.0920.00011-36.092-23.2741273.908-23.274不同土性區(qū)域數(shù)3區(qū)號(hào)重度飽和重度粘結(jié)強(qiáng)度孔隙水壓節(jié)點(diǎn)(kN/m3)(kN/m3)(kpa)力系數(shù)編號(hào)117.200---20.000---(-10,1,2,3,4,-12,-11,)222.000---180.000---(1,-10,-9,-8,-7,-6,-5,-4,-3,-2,-1,5,6,7,8,9,4,3,2,)326.500---200.000---(5,-1,0,10,11,12,9,8,7,6,)區(qū)號(hào)粘聚力內(nèi)摩擦角水下粘聚水下內(nèi)摩(kPa)(度)力(kPa)擦角(度)129.80019.500------235.00031.000------370.00038.000------區(qū)號(hào)十字板強(qiáng)度增十字板羲強(qiáng)度增長(zhǎng)系((kPa))長(zhǎng)長(zhǎng)系數(shù)下值值(kPa))數(shù)數(shù)水下值1----------------2----------------3----------------不考慮慮水的作用用[筋帶信息]采用錨錨索錨索道道數(shù):66筋帶力力調(diào)整系數(shù)數(shù):1..000錨固體體與地層粘粘結(jié)工作條條件系數(shù)::1.0000筋帶號(hào)距地面水平間距距總長(zhǎng)度度傾角材料抗抗拉錨固段錨固段段法向力力發(fā)高度(m)(mm)(mm) (度)力(kN) 長(zhǎng)度(m)直徑(m)揮系數(shù)118.0003..00222.00220.000400..00100.000.1330.000220.0003..00233.00220.000400..00100.000.1330.000322.0003..00244.00220.000400..00100.000.1330.00042.0003..00122.00220.000250..00122.000.1330.00054.0003..00122.00220.000250..00122.000.1330.00066.0003..00122.00220.000250..00122.000.1330.000[計(jì)算條件]圓弧穩(wěn)穩(wěn)定分析方方法:Bisshop法法土條重重切向分力力與滑動(dòng)方方向反向時(shí)時(shí):當(dāng)下滑滑力對(duì)待穩(wěn)定計(jì)計(jì)算目標(biāo)::自動(dòng)搜搜索最危險(xiǎn)險(xiǎn)滑裂面條分法法的土條寬寬度:55.0000(m)搜索時(shí)時(shí)的圓心步步長(zhǎng):55.0000(m)搜索時(shí)時(shí)的半徑步步長(zhǎng):22.0000(m)-----------------------------------------------------------------------------------------計(jì)算結(jié)果:-----------------------------------------------------------------------------------------[計(jì)算結(jié)果圖]最不利滑滑動(dòng)面:滑滑動(dòng)圓心==(0..800,,59.9962)((m)滑滑動(dòng)半徑==54..087((m)滑滑動(dòng)安全系系數(shù)=11.5177起始x終止xliCi謎條實(shí)重浮力地震力滲透力力附加力力X附加力力Y下滑滑力抗滑力力mm鑙超載載豎向向地震力力地震力力(m)((m)(度)((m)(kPaa)(度度)((kN)((kN)((kN)(kN))(kN))(kN))((kN)(kkN)(kN))((kN)------------------------------------------------------------------------------------------------------------------------------------------------4.501166.000044.72001..50435.000031.000330.91100.000..000.0000.00000.002..5469.0021..0292200.00000.006.000088.000066.58332..01335.000031.000777.41100.000..000.0000.00000.008..881112.1161..0388810.00000.008.0000122.000099.80004..06035.000031.0002990.27700.000..000.0000.00000.0049..412298.6641..0528820.00000.0012.0000166.0000144.13664..12635.000031.0005667.54400.000..000.0000.00000.00138..614451.0041..0664450.00000.0016.0000188.0000177.43222..09635.000031.0003335.79900.000..000.0000.00000.00100..592253.3341..0727720.00000.0018.0000222.0000200.80994..28035.000031.0007553.07700.000..000.0000.00000.00267..535550.9911..0754470.00000.0022.0000266.0000255.42334..43035.000031.0009554.51100.000..000.0000.00000.00409..776664.8871..0731190.00000.0026.0000288.0000288.98002..28635.000031.0004999.06600.000..000.0000.00000.00241..803346.7751..0666680.00000.0028.0000322.0000322.71004..75535.000031.00010012.3340.00000.000..000.0000.0005477.06708..9711.0555440.0000.00032.0000366.0000377.91555..07235.000031.00011114.2230.00000.000..000.0000.0006844.69784..1711.0322290.0000.00036.0000388.0000422.02882..69335.000031.0005336.91100.000..000.0000.00000.00359..463389.5501..0079970.00000.0038.0000400.3411455.21553..32435.000031.0005669.56600.000..000.0000.00000.00404..254430.3380..9855550.00000.0040.3411433.6611499.69555..13435.000031.0007332.07700.000..000.0000.00000.00558..295586.0020..9488890.00000.0043.6611433.9088522.63000..40635.000031.000449.66600.000..000.0000.00000.0039..4741.7740..9217720.00000.0043.9088455.1600533.97332..12935.000031.0002226.87700.000..000.0000.00000.00183..481198.3300..9084470.00000.0045.1600488.0099577.94555..37035.000031.0003221.87700.000..000.0000.00000.00272..803338.3310..8664410.00000.0048.0099488.9622611.85992..02035.000031.000441.41100.000..000.0000.00000.0036..5270.9930..8208880.00000.0048.9622499.6422633.74331..53829.880019.5508.07700.000..000.0000.00000.007..2435.5500..6517720.00000.00筋帶號(hào)錨固抗拔拔材料料抗拉計(jì)算采采用有效錨錨固滑面角切向向抗法向抗抗力(kN)力(kN)值長(zhǎng)度(m)度(度)力(kN)力(kN)---------------------------------------------------------------------------------------------12245.00441133.3333抗拉力力110.000052..582881.0116105..89722245.00441133.3333抗拉力力110.000055..929774.6997110..44532245.00441133.3333抗拉力力110.000059..147668.3778114..46540.00000.0000抗拉力力0.00000..0000.00000..00050.00000.0000抗拉力力0.00000..0000.00000..00060.00000.0000抗拉力力0.00000..0000.00000..000總總的下滑力力=43122.3733(kN))總總的抗滑力力=65544.6355(kN))土土體部分下下滑力=43312.3373(kkN)土土體部分抗抗滑力=63330.5544(kkN)筋筋帶在滑弧弧切向產(chǎn)生生的抗滑力力=2224.0990(kNN)筋筋帶在滑弧弧法向產(chǎn)生生的抗滑力力 =0..000((kN)K14+4600左側(cè)邊坡坡計(jì)算（暴暴雨工況）-----------------------------------------------------------------------------------------計(jì)算項(xiàng)目：KK14+4460暴雨雨工況-----------------------------------------------------------------------------------------[計(jì)算簡(jiǎn)圖][控制參數(shù)]:采用規(guī)規(guī)范: 通用方法法計(jì)算目目標(biāo): 安全系數(shù)數(shù)計(jì)算滑裂面面形狀:圓弧滑動(dòng)動(dòng)法不考慮慮地震[坡面信息]坡面線線段數(shù)112坡坡面線號(hào)水平投投影(m)豎直投影影(m)超載載數(shù)1144.194455.5922002211.806622.4088003322.000000.0000004488.000088.0000005522.000000.0000006688.000088.0000007722.000000.0000008888.000088.0000009922.000000.00000010022.341111.87330011133.567722.853300122300.000000.000000[土層信息]坡面節(jié)節(jié)點(diǎn)數(shù)113編號(hào)X(mm)YY(m)000.00000.0000-114.19945.5992-226.00008.0000-338.00008.0000-44116.0000116.0000-55118.0000116.0000-66226.0000224.0000-77228.0000224.0000-88336.0000332.0000-99338.0000332.0000-100440.3441333.8773-111443.9008336.7226-122773.9008336.7226附加節(jié)節(jié)點(diǎn)數(shù)112編號(hào)X(mm)YY(m)11443.6661335.033222445.1660335.299633448.0009335.411344773.9008333.622355112.62245.899866224.64457.033577333.45528.344688444.8442110.444199773.9008116.2998100-336.09920.0000111-336.0992-223.2774122773.9008-223.2774不同土土性區(qū)域數(shù)數(shù)3區(qū)號(hào)號(hào)重度飽和和重度粘結(jié)結(jié)強(qiáng)度孔隙水壓壓節(jié)點(diǎn)((kN/mm3)(kNN/m3))(kpaa)力系系數(shù)編號(hào)號(hào)117..900---200.0000----(-110,1,,2,3,,4,-112,-111,)222..600---1800.0000----(1,,-10,,-9,--8,-77,-6,,-5,--4,-33,-2,,-1,55,6,77,8,99,4,33,2,))326..500---2000.0000----(5,,-1,00,10,,11,112,9,,8,7,,6,)區(qū)號(hào)號(hào)粘聚力內(nèi)摩擦擦角水下粘聚聚水下內(nèi)內(nèi)摩((kPa))((度)力(kPa))擦擦角(度)1177.0000115.0000-------2255.0000227.0000-------3700.0000338.0000-------區(qū)號(hào)號(hào)十字板τ強(qiáng)度增增十字板τ水強(qiáng)度增增長(zhǎng)系((kPa))長(zhǎng)長(zhǎng)系數(shù)下值值(kPa))數(shù)數(shù)水下值1----------------2----------------3----------------不考慮慮水的作用用[筋帶信息]采用錨錨索錨索道道數(shù):66筋帶力力調(diào)整系數(shù)數(shù):1..000錨固體體與地層粘粘結(jié)工作條條件系數(shù)::1.0000筋帶號(hào)距地面水平間距距總長(zhǎng)度度傾角材料抗抗拉錨固段錨固段段法向力力發(fā)高度(m)(mm)(mm) (度)力(kN) 長(zhǎng)度(m)直徑(m)揮系數(shù)118.0003..00222.00220.000400..00100.000.1330.000220.0003..00233.00220.000400..00100.000.1330.000322.0003..00244.00220.000400..00100.000.1330.00042.0003..00122.00220.000250..00122.000.1330.00054.0003..00122.00220.000250..00122.000.1330.00066.0003..00122.00220.000250..00122.000.1330.000[計(jì)算條件]圓弧穩(wěn)穩(wěn)定分析方方法:Bisshop法法土條重重切向分力力與滑動(dòng)方方向反向時(shí)時(shí):當(dāng)下滑滑力對(duì)待穩(wěn)定計(jì)計(jì)算目標(biāo)::自動(dòng)搜搜索最危險(xiǎn)險(xiǎn)滑裂面條分法法的土條寬寬度:55.0000(m)搜索時(shí)時(shí)的圓心步步長(zhǎng):55.0000(m)搜索時(shí)時(shí)的半徑步步長(zhǎng):22.0000(m)-----------------------------------------------------------------------------------------計(jì)算結(jié)果:-----------------------------------------------------------------------------------------[計(jì)算結(jié)果圖]最不利滑滑動(dòng)面:滑滑動(dòng)圓心==(-11.0000,62..162))(m)滑滑動(dòng)半徑==56..430((m)滑滑動(dòng)安全系系數(shù)=11.2222起始x終止xααliiCiiΦi條實(shí)重重浮力力地震震力滲透力附加力X附加力Y下滑力力抗滑力力mmθi超載豎向地震力力地震力力(m)((m)(度)((m)(kPaa)(度度)((kN)((kN)((kN)(kN))(kN))(kN))((kN)(kkN)(kN))((kN)------------------------------------------------------------------------------------------------------------------------------------------------4.501166.000066.36001..50925.000027.000331.05500.000..000.0000.00000.003..4451.2251..0400020.00000.006.000088.000088.15222..02125.000027.000776.34400.000..000.0000.00000.0010..8284.7751..0490000.00000.008.0000122.0000111.24884..07925.000027.0002884.58800.000..000.0000.00000.0055..512230.6671..0621100.00000.0012.0000166.0000155.42664..15025.000027.0005660.33300.000..000.0000.00000.00149..043358.6661..0748850.00000.0016.0000188.0000188.60552..11025.000027.0003330.41100.000..000.0000.00000.00105..412202.0041..0807730.00000.0018.0000222.0000211.86554..31125.000027.0007338.63300.000..000.0000.00000.00275..074439.7721..0833300.00000.0022.0000266.0000266.31994..46425.000027.0009338.24400.000..000.0000.00000.00415..995534.6671..0811150.00000.0026.0000288.0000299.75552..30425.000027.0004888.97700.000..000.0000.00000.00242..672278.2261..0750030.00000.0028.0000322.0000333.35774..79025.000027.0009888.03300.000..000.0000.00000.00543..275566.8891..0644460.00000.0032.0000366.0000388.38005..10425.000027.00010087.4420.00000.000..000.0000.0006755.15627..2711.0422710.0000.00036.0000388.0000422.34552..70625.000027.0005221.32200.000..000.0000.00000.00351..163309.4471..0198880.00000.0038.0000400.3411455.41223..33525.000027.0005448.73300.000..000.0000.00000.00390..793338.5510..9988860.00000.0040.3411433.6611499.71335..13625.000027.0007000.35500.000..000.0000.00000.00534..234455.9990..9645580.00000.0043.6611433.9088522.52660..40525.000027.000447.21100.000..000.0000.00000.0037..4732.1180..9392210.00000.0043.9088455.1600533.80992..12125.000027.0002113.93300.000..000.0000.00000.00172..651151.3380..9268880.00000.0045.1600488.0099577.58555..31625.000027.0002889.39900.000..000.0000.00000.00244..302246.2270..8879930.00000.0048.0099488.6633600.96881..34825.000027.000224.68800.000..000.0000.00000.0021..5834.0040..8497760.00000.0048.6633499.3722622.43001..53317.000015.0008.63300.000..000.0000.00000.007..6521.8870..6571140.00000.00筋帶號(hào)錨固抗拔拔材料料抗拉計(jì)算采采用有效錨錨固滑面角切向向抗法向抗抗力(kN)力(kN)值長(zhǎng)度(m)度(度)力(kN)力(kN)---------------------------------------------------------------------------------------------12245.00441133.3333抗拉力力110.000052..546881.0883105..84622245.00441133.3333抗拉力力110.000055..758775.0226110..22232245.00441133.3333抗拉力力110.000058..851668.9669114..11040.00000.0000抗拉力力0.00000..0000.00000..00050.00000.0000抗拉力力0.00000..0000.00000..00060.00000.0000抗拉力力0.00000..0000.00000..000總總的下滑力力=42366.2155(kN))總總的抗滑力力=51888.9788(kN))土土體部分下下滑力=42236.2215(kkN)土土體部分抗抗滑力=49963.9900(kkN)筋筋帶在滑弧弧切向產(chǎn)生生的抗滑力力=2225.0778(kNN)筋筋帶在滑弧弧法向產(chǎn)生生的抗滑力力 =0..000((kN)K14+4600左側(cè)邊坡坡計(jì)算（天天然工況）-----------------------------------------------------------------------------------------計(jì)算項(xiàng)目：KK15+1100天然然工況-----------------------------------------------------------------------------------------[計(jì)算簡(jiǎn)圖][控制參數(shù)]:采用規(guī)規(guī)范: 通用方法法計(jì)算目目標(biāo): 安全系數(shù)數(shù)計(jì)算滑裂面面形狀:圓弧滑動(dòng)動(dòng)法不考慮慮地震[坡面信息]坡面線線段數(shù)99坡坡面線號(hào)水平投投影(m)豎直投影影(m)超載載數(shù)1100.539900.7199002244.201155.6011003311.260011.6800004422.000000.0000005588.000088.0000006622.000000.0000007711.996611.59770088100.093388.07550099211.982299.360000[土層信息]坡面節(jié)節(jié)點(diǎn)數(shù)110編號(hào)X(mm)YY(m)000.00000.0000-110.53390.7119-224.74406.3220-336.00008.0000-448.00008.0000-55116.0000116.0000-66118.0000116.0000-77119.9996117.5997-88330.0889225.6771-99552.0771335.0331附加節(jié)節(jié)點(diǎn)數(shù)223編號(hào)X(mm)YY(m)11110.56629.177622115.3442111.255833220.5991113.177244227.7446115.155255552.0771220.200466552.0771227.366577228.6991220.2778884.02252.4558998.26654.2995100111.76645.6224111116.66687.2221122221.39928.4881133226.10059.5002144331.4003110.4448155552.0771113.6003166-333.94410.0000177-333.9441-220.7665188-228.7771-220.76651999.57770.2778200220.51153.7559211334.33316.2990222552.07718.7667233552.0771-220.7665不同土土性區(qū)域數(shù)數(shù)5區(qū)號(hào)號(hào)重度飽和和重度粘結(jié)結(jié)強(qiáng)度孔隙水壓壓節(jié)點(diǎn)((kN/mm3)(kNN/m3))(kpaa)力系系數(shù)編號(hào)號(hào)118..600---1200.0000----(-22,1,22,3,44,5,66,7,--7,-66,-5,,-4,--3,)220..000---1200.0000----(1,,-2,--1,8,,9,100,11,,12,113,144,15,,5,4,,3,2,,)317..200---200.0000----(-77,7,66,-9,,-8,))422..000---1200.0000----(8,,-1,00,16,,17,118,199,20,,21,222,155,14,,13,112,111,10,,9,)526..500---1200.0000----(199,18,,23,222,211,20,,)區(qū)號(hào)號(hào)粘聚力內(nèi)摩擦擦角水下粘聚聚水下內(nèi)內(nèi)摩((kPa))((度)力(kPa))擦擦角(度)1277.0000119.4000-------2322.0000225.0000-------3299.8000119.5000-------4355.0000331.0000-------5700.0000338.0000-------區(qū)號(hào)號(hào)十字板強(qiáng)強(qiáng)度增十字字板羲強(qiáng)度增長(zhǎng)長(zhǎng)系((kPa))長(zhǎng)長(zhǎng)系數(shù)下值值(kPa))數(shù)數(shù)水下值1----------------2----------------3----------------4----------------5----------------不考慮慮水的作用用[筋帶信息]采用錨錨索錨索道道數(shù):99筋帶力力調(diào)整系數(shù)數(shù):1..000錨固體體與地層粘粘結(jié)工作條條件系數(shù)::1.0000筋帶號(hào)距地面水平間距距總長(zhǎng)度度傾角材料抗抗拉錨固段錨固段段法向力力發(fā)高度(m)(mm)(mm) (度)力(kN) 長(zhǎng)度(m)直徑(m)揮系數(shù)110.0003..00288.00220.000600..00100.000.1330.000212.0003..00299.00220.000600..00100.000.1330.000314.0003..00300.00220.000600..00100.000.1330.00042.0003..00122.00220.000250..00122.000.1330.00054.0003..00122.00220.000250..00122.000.1330.00066.0003..00122.00220.000250..00122.000.1330.000718.0003..00255.00220.000400..00100.000.1330.000820.0003..00266.00220.000400..00100.000.1330.000922.0003..00277.00220.000400..00100.000.1330.000[計(jì)算條件]圓弧穩(wěn)穩(wěn)定分析方方法:Bisshop法法土條重重切向分力力與滑動(dòng)方方向反向時(shí)時(shí):當(dāng)下滑滑力對(duì)待穩(wěn)定計(jì)計(jì)算目標(biāo)::自動(dòng)搜搜索最危險(xiǎn)險(xiǎn)滑裂面條分法法的土條寬寬度:55.0000(m)搜索時(shí)時(shí)的圓心步步長(zhǎng):55.0000(m)搜索時(shí)時(shí)的半徑步步長(zhǎng):22.0000(m)-----------------------------------------------------------------------------------------計(jì)算結(jié)果:-----------------------------------------------------------------------------------------[計(jì)算結(jié)果圖]最不利滑滑動(dòng)面:滑滑動(dòng)圓心==(-88.6077,83..069))(m)滑滑動(dòng)半徑==79..914((m)滑滑動(dòng)安全系系數(shù)=11.5400起始x終止xliCi謎條實(shí)重浮力地震力滲透力力附加力力X附加力力Y下滑滑力抗滑力力mm鑙超載載豎向向地震力力地震力力(m)((m)(度)((m)(kPaa)(度度)((kN)((kN)((kN)(kN))(kN))(kN))((kN)(kkN)(kN))((kN)------------------------------------------------------------------------------------------------------------------------------------------------3.002244.740088.98441..75932.000025.000335.49900.000..000.0000.00000.005..5469.7721..0350020.00000.004.740066.0000100.07331..28032.000025.000668.87700.000..000.0000.00000.0012..0569.8811..0375550.00000.006.000088.0000111.26332..03932.000025.0001330.37700.000..000.0000.00000.0025..461120.0011..0398880.00000.008.0000100.5622122.93772..62932.000025.0002006.80000.000..000.0000.00000.0046..301171.1161..0424410.00000.0010.5622155.3422155.65994..96532.000025.0006331.11100.000..000.0000.00000.00170..344428.1141..0446610.00000.0015.3422166.0000177.68660..69132.000025.0001111.07700.000..000.0000.00000.0033..7469.7741..0447730.00000.0016.0000188.0000188.69112..11132.000025.0003333.36600.000..000.0000.00000.00106..832210.1141..0443300.00000.0018.0000199.9966200.21002..12732.000025.0003336.19900.000..000.0000.00000.00116..142211.5531..0430040.00000.0019.9966200.5911211.20110..63832.000025.0001006.15500.000..000.0000.00000.0038..3965.7781..0418820.00000.0020.5911244.1688222.82223..88232.000025.0006885.50000.000..000.0000.00000.00265..884417.7781..0391160.00000.0024.1688277.7466255.63663..96932.000025.0007556.83300.000..000.0000.00000.00327..444452.6661..0325570.00000.0027.7466288.6911277.44001..06432.000025.0002110.04400.000..000.0000.00000.0096..791124.7791..0270030.00000.0028.6911300.0899288.39221..59032.000025.0003117.33300.000..000.0000.00000.00150..891188.2271..0237700.00000.0030.0899333.1555300.23443..54832.000025.0006886.32200.000..000.0000.00000.00345..584411.3361..0164450.00000.0033.1555366.2200322.81333..64832.000025.0006446.51100.000..000.0000.00000.00350..353397.7761..0045530.00000.0036.2200399.8899355.74224..52127.000019.4407008.62200.000..000.0000.00000.00413..933368.8810..9452230.00000.0039.8899433.5588399.05774..72627.000019.4406221.23300.000..000.0000.00000.00391..433345.2250..9206610.00000.0043.5588477.2288422.53664..98027.000019.4405009.07700.000..000.0000.00000.00344..163312.2240..8914440.00000.0047.2288522.0711466.86227..08629.880019.5504559.79900.000..000.0000.00000.00335..513360.7700..8515550.00000.0052.0711555.2577511.22665..08729.880019.5501008.64400.000..000.0000.00000.0084..701165.6610..8055520.00000.00筋帶號(hào)錨固抗拔拔材料料抗拉計(jì)算采采用有效錨錨固滑面角切向向抗法向抗抗力(kN)力(kN)值長(zhǎng)度(m)度(度)力(kN)力(kN)---------------------------------------------------------------------------------------------11163.33632200.0000抗拔力力110.000038..7791227.3553102..31621163.33602200.0000抗拔力力110.000041..6261222.1110108..51531163.33602200.0000抗拔力力110.000044..3231116.8770114..13940.00000.0000抗拉力力0.00000..0000.00000..00050.00000.0000抗拉力力0.00000..0000.00000..00061140.444683.3333抗拉力力8.599731..772770.844543..87971163.33601133.3333抗拉力力110.000050..166885.4008102..38881163.33601133.3333抗拉力力110.000052..674880.8446106..02791163.33601133.3333抗拉力力110.000055..101776.2884109..355總總的下滑力力=36611.4533(kN))總總的抗滑力力=56400.9688(kN))土土體部分下下滑力=36661.4453(kkN)土土體部分抗抗滑力=49961.2251(kkN)筋筋帶在滑弧弧切向產(chǎn)生生的抗滑力力=6779.7117(kNN)筋筋帶在滑弧弧法向產(chǎn)生生的抗滑力力 =0..000((kN)K14+4600左側(cè)邊坡坡計(jì)算（暴暴雨工況）-----------------------------------------------------------------------------------------計(jì)算項(xiàng)目：KK15+1100暴雨雨工況-----------------------------------------------------------------------------------------[計(jì)算簡(jiǎn)圖][控制參數(shù)]:采用規(guī)規(guī)范: 通用方法法計(jì)算目目標(biāo): 安全系數(shù)數(shù)計(jì)算滑裂面面形狀:圓弧滑動(dòng)動(dòng)法不考慮慮地震[坡面信息]坡面線線段數(shù)99坡坡面線號(hào)水平投投影(m)豎直投影影(m)超載載數(shù)1100.539900.7199002244.201155.6011003311.260011.6800004422.000000.0000005588.000088.0000006622.000000.0000007711.996611.59770088100.093388.07550099211.982299.360000[土層信息]坡面節(jié)節(jié)點(diǎn)數(shù)110編號(hào)X(mm)YY(m)000.00000.0000-110.53390.7119-224.74406.3220-336.00008.0000-448.00008.0000-55116.0000116.0000-66118.0000116.0000-77119.9996117.5997-88330.0889225.6771-99552.0771335.0331附加節(jié)節(jié)點(diǎn)數(shù)223編號(hào)X(mm)YY(m)11110.56629.177622115.3442111.255833220.5991113.177244227.7446115.155255552.0771220.200466552.0771227.366577228.6991220.2778884.02252.4558998.26654.2995100111.76645.6224111116.66687.2221122221.39928.4881133226.10059.5002144331.4003110.4448155552.0771113.6003166-333.94410.0000177-333.9441-220.7665188-228.7771-220.76651999.57770.2778200220.51153.7559211334.33316.2990222552.07718.7667233552.0771-220.7665不同土土性區(qū)域數(shù)數(shù)5區(qū)號(hào)號(hào)重度飽和和重度粘結(jié)結(jié)強(qiáng)度孔隙水壓壓節(jié)點(diǎn)((kN/mm3)(kNN/m3))(kpaa)力系系數(shù)編號(hào)號(hào)119..400---1200.0000----(-22,1,22,3,44,5,66,7,--7,-66,-5,,-4,--3,)220..600---1200.0000----(1,,-2,--1,8,,9,100,11,,12,113,144,15,,5,4,,3,2,,)317..900---200.0000----(-77,7,66,-9,,-8,))422..600---1200.0000----(8,,-1,00,16,,17,118,199,20,,21,222,155,14,,13,112,111,10,,9,)526..500---1200.0000----(199,18,,23,222,211,20,,)區(qū)號(hào)號(hào)粘聚力內(nèi)摩擦擦角水下粘聚聚水下內(nèi)內(nèi)摩((kPa))((度)力(kPa))擦擦角(度)1199.0000116.0000-------2222.0000224.0000-------3177.0000115.0000-------4255.0000227.0000-------5700.0000338.0000-------區(qū)號(hào)號(hào)十字板τ強(qiáng)度增增十字板τ水強(qiáng)度增增長(zhǎng)系((kPa))長(zhǎng)長(zhǎng)系數(shù)下值值(kPa))數(shù)數(shù)水下值1----------------2----------------3----------------4----------------5----------------不考慮慮水的作用用[筋帶信息]采用錨錨索錨索道道數(shù):99筋帶力力調(diào)整系數(shù)數(shù):1..000錨固體體與地層粘粘結(jié)工作條條件系數(shù)::1.0000筋帶號(hào)距地面水平間距距總長(zhǎng)度度傾角材料抗抗拉錨固段錨固段段法向力力發(fā)高度(m)(mm)(mm) (度)力(kN) 長(zhǎng)度(m)直徑(m)揮系數(shù)110.0003..00288.00220.000600..00100.000.1330.000212.0003..00299.00220.000600..00100.000.1330.000314.0003..00300.00220.000600..00100.000.1330.00042.0003..00122.00220.000250..00122.000.1330.00054.0003..00122.00220.000250..00122.000.1330.00066.0003..00122.00220.000250..00122.000.1330.000718.0003..00255.00220.000400..00100.000.1330.000820.0003..00266.00220.000400..00100.000.1330.000922.0003..00277.00220.000400..00100.000.1330.000[計(jì)算條件]圓弧穩(wěn)穩(wěn)定分析方方法:Bisshop法法土條重重切向分力力與滑動(dòng)方方向反向時(shí)時(shí):當(dāng)下滑滑力對(duì)待穩(wěn)定計(jì)計(jì)算目標(biāo)::自動(dòng)搜搜索最危險(xiǎn)險(xiǎn)滑裂面條分法法的土條寬寬度:55.0000(m)搜索時(shí)時(shí)的圓心步步長(zhǎng):55.0000(m)搜索時(shí)時(shí)的半徑步步長(zhǎng):22.0000(m)-----------------------------------------------------------------------------------------計(jì)算結(jié)果:-----------------------------------------------------------------------------------------[計(jì)算結(jié)果圖]最不利滑滑動(dòng)面:滑滑動(dòng)圓心==(166.8211,63..057))(m)滑滑動(dòng)半徑==49..122((m)滑滑動(dòng)安全系系數(shù)=11.2233起始x終止xααliiCiiΦi條實(shí)重重浮力力地震震力滲透力附加力X附加力Y下滑力力抗滑力力mmθi超載豎向地震力力地震力力(m)((m)(度)((m)(kPaa)(度度)((kN)((kN)((kN)(kN))(kN))(kN))((kN)(kkN)(kN))((kN)-----------------------------------------------------------------------------------------------