舊城改造邊坡治理工程斜坡下滑力計算書

如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！蘭州市金城關(guān)民俗風(fēng)貌區(qū)舊城改造邊坡治理工程施工圖設(shè)計計算書第第四冊：計算文件③下滑力計算書甘肅有色工程勘察設(shè)計研究院如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！蘭州市金城關(guān)民俗風(fēng)貌區(qū)舊城改造邊坡治理工程施工圖預(yù)算書第一冊：設(shè)計文件第二冊：設(shè)計圖紙第三冊：預(yù)算文件第四冊：計算書項目委托單位：蘭州市小天鵝房地產(chǎn)開發(fā)公司項目承擔(dān)單位：甘肅有色工程勘察設(shè)計研究院報告編制：趙懷徐飛飛王玉成馮麗娟陳瑞娣院報告提交單位：甘肅有色工程勘察設(shè)計研究院如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！計算項目：2-2剖面自然+規(guī)劃(淺層滑面)1計算項目：2-2剖面降雨+規(guī)劃(淺層滑面)4計算項目：2-2剖面地震+規(guī)劃(淺層滑面)7計算項目：2-2剖面自然+規(guī)劃(深層滑面)10計算項目：2-2剖面降雨+規(guī)劃(深層滑面)14計算項目：2-2剖面地震+規(guī)劃(深層滑面)18計算項目：6-6剖面自然+規(guī)劃(深層滑面)22計算項目：6-6剖面降雨+規(guī)劃(深層滑面)25計算項目：6-6剖面地震+規(guī)劃(深層滑面)28計算項目：9-9剖面自然+規(guī)劃(淺層滑面)31計算項目：9-9剖面降雨+規(guī)劃(淺層滑面)34計算項目：9-9剖面地震+規(guī)劃(淺層滑面)37計算項目：9-9剖面自然+規(guī)劃(深層滑面)40計算項目：9-9剖面降雨+規(guī)劃(深層滑面)42計算項目：9-9剖面地震+規(guī)劃(深層滑面)45 計算項目：14-14剖面自然+規(guī)劃(深層滑面)53計算項目：14-14剖面降雨+規(guī)劃(深層滑面)56計算項目：14-14剖面地震+規(guī)劃(深層滑面)58計算項目：17-17剖面自然+規(guī)劃(深層滑面)61計算項目：17-17剖面降雨+規(guī)劃(深層滑面)63計算項目：17-17剖面地震+規(guī)劃(深層滑面)66 計算項目：29-29剖面自然+規(guī)劃(淺層滑面)76計算項目：29-29剖面降雨+規(guī)劃(淺層滑面)78計算項目：29-29剖面地震+規(guī)劃(淺層滑面)81計算項目：29-29剖面自然+規(guī)劃(深層滑面)83計算項目：29-29剖面降雨+規(guī)劃(深層滑面)86計算項目：29-29剖面地震+規(guī)劃(深層滑面)89計算項目：31-31剖面自然+規(guī)劃(深層滑坡)92計算項目：31-31剖面降雨+規(guī)劃(深層滑坡)95計算項目：31-31剖面地震+規(guī)劃(深層滑坡)97計算項目：34-34剖面自然+規(guī)劃(深層滑面)100計算項目：34-34剖面降雨+規(guī)劃(深層滑面)103計算項目：34-34剖面地震+規(guī)劃(深層滑面)106計算項目：38-38剖面自然+規(guī)劃(淺層滑面)109計算項目：38-38剖面降雨+規(guī)劃(淺層滑面)111如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！計算項目：38-38剖面地震+規(guī)劃(淺層滑面)113計算項目：38-38剖面自然+規(guī)劃(深層滑面)115計算項目：38-38剖面降雨+規(guī)劃(深層滑面)118計算項目：38-38剖面地震+規(guī)劃(深層滑面)122計算項目：42-42剖面自然+規(guī)劃(淺層滑面)125計算項目：42-42剖面降雨+規(guī)劃(淺層滑面)128計算項目：42-42剖面地震+規(guī)劃(淺層滑面)130計算項目：42-42剖面自然+規(guī)劃(深層滑面)133計算項目：42-42剖面降雨+規(guī)劃(深層滑面)135計算項目：42-42剖面地震+規(guī)劃(深層滑面)137----------------------------------------------------------------------------------------------------------------------------------------------123456780-1-2-38900000000000如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！-4-5-6-4-5-6-7-8不同土性區(qū)域數(shù)1不同土性區(qū)域數(shù)1-(0,-1,-2,)0.000,0.000)mmm(kPa)內(nèi)摩擦角(度)2342341.200------------------------------------------------------------------------計算結(jié)果:------------------------------------------------------------------------************************動面)***********************XX351kN0.000(度)kPa000(度)kNPxkNPy000(kN)Pt(kN)134(m)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！RkNkN)粘聚力抗滑力=81.336(kN))_________________________________************************滑動面)***********************XX.700kN=45.988(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN).122(m)RkNkN粘聚力抗滑力=1.220(kN))_________________________________XX.600kN=34.951(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)8(m)RkNkN粘聚力抗滑力=53.682(kN))_________________________________XX16.200kN=34.951(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)2(m)RkNkN)粘聚力抗滑力=25.621(kN)N_________________________________XX14.100kN=34.951(度)kPa21.000(度)kNPxkNPy000(kN)Pt(kN)(m)RkNkN)粘聚力抗滑力=32.941(kN)_________________________________************************動面)***********************XX1.400kN=34.951(度)kPa21.000(度)kNPxkNPy000(kN)Pt(kN)118(m)RkNkN)粘聚力抗滑力=21.178(kN)kN如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！_________________________________XX0kN=26.211(度)kPa21.000(度)kNPxkNPy000(kN)Pt(kN)93(m)RkNkN粘聚力抗滑力=47.928(kN)N)_________________________________XX00kN=26.211(度)kPa21.000(度)(kN)PxkNPy000(kN)Pt(kN)4(m)RkNkN粘聚力抗滑力=3.344(kN))_________________________________************************滑動面)***********************XX0kN=26.211(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)(m)RkNkN粘聚力抗滑力=38.664(kN)_________________________________XX1.400kN=25.145(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)7(m)RkNkN)粘聚力抗滑力=15.466(kN)_________________________________------------------------------------------------------------------------------------------------------------------------------------------------123456780-1-2-38900000000000如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！-4-5-6-4-5-6-7-8不同土性區(qū)域數(shù)1不同土性區(qū)域數(shù)1-(0,-1,-2,)0.000,0.000)mmm(kPa)內(nèi)摩擦角(度)2342341.200------------------------------------------------------------------------計算結(jié)果:------------------------------------------------------------------------************************動面)***********************XX351kN0.000(度)kPa000(度)kNPxkNPy000(kN)Pt(kN)134(m)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！RkNkN)粘聚力抗滑力=81.336(kN))_________________________________************************滑動面)***********************XX.700kN=45.988(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN).122(m)RkNkN粘聚力抗滑力=1.220(kN))_________________________________XX.600kN=34.951(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)8(m)RkNkN粘聚力抗滑力=53.682(kN)kN)_________________________________XX16.200kN=34.951(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)2(m)RkNkN)粘聚力抗滑力=25.621(kN)_________________________________XX14.100kN=34.951(度)kPa21.000(度)kNPxkNPy000(kN)Pt(kN)(m)RkNkN)粘聚力抗滑力=32.941(kN)_________________________________************************動面)***********************XX1.400kN=34.951(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)118(m)RkNkN)粘聚力抗滑力=21.178(kN)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！_________________________________XX0kN=26.211(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)93(m)RkNkN粘聚力抗滑力=47.928(kN)kN))_________________________________XX00kN=26.211(度)kPa21.000(度)3(kN)PxkNPy000(kN)Pt(kN)4(m)RkNkN粘聚力抗滑力=3.344(kN)kN))_________________________________************************滑動面)***********************XX0kN=26.211(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)(m)RkNkN粘聚力抗滑力=38.664(kN)_________________________________XX1.400kN=25.145(度)kPa21.000(度)kNPxkNPy000(kN)Pt(kN)7(m)RkNkN)粘聚力抗滑力=15.466(kN)_________________________________------------------------------------------------------------------------------------------------------------------------------------------------8度008123456780-1900000000如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！-2-3-2-3-4-5-6-7-8不同土性區(qū)域數(shù)1不同土性區(qū)域數(shù)1-(0,-1,-2,)0.000,0.000)mmm(kPa)內(nèi)摩擦角(度)2342341.200------------------------------------------------------------------------計算結(jié)果:------------------------------------------------------------------------************************動面)***********************XX351kN0.000(度)kPa000(度)kNPxkNPy000(kN)Pt(kN)kN如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！.134(m)RkNkN)粘聚力抗滑力=81.336(kN))_________________________________************************滑動面)***********************XX.700kN=45.988(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN).122(m)RkNkN粘聚力抗滑力=1.220(kN))_________________________________XX.600kN=34.951(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)N8(m)RkNkN粘聚力抗滑力=53.682(kN))_________________________________XX16.200kN=34.951(度)kPa21.000(度)kNPxkNPy000(kN)Pt(kN)2(m)RkNkN)粘聚力抗滑力=25.621(kN)_________________________________XX14.100kN=34.951(度)kPa21.000(度)kNPxkNPy000(kN)Pt(kN)N(m)RkNkN)粘聚力抗滑力=32.941(kN)_________________________________************************動面)***********************XX1.400kN=34.951(度)kPa21.000(度)kNPxkNPy000(kN)Pt(kN)N118(m)RkN1(kN)粘聚力抗滑力=21.178(kN)Pt(kN)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！)_________________________________XX0kN=26.211(度)kPa21.000(度)kNPxkNPy000(kN)Pt(kN)93(m)RkNkN粘聚力抗滑力=47.928(kN))_________________________________XX00kN=26.211(度)kPa21.000(度)(kN)PxkNPy000(kN)Pt(kN)4(m)RkNkN粘聚力抗滑力=3.344(kN))_________________________________************************滑動面)***********************XX0kN=26.211(度)kPa21.000(度)kN)PxkNPy000(kN)N(m)RkNkN粘聚力抗滑力=38.664(kN)_________________________________XX1.400kN=25.145(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)7(m)RkNkN)粘聚力抗滑力=15.466(kN)_________________________________動面)------------------------------------------------------------------------------------------------------------------------------------------------8m影(m)超載數(shù)026.8004.1001mm荷載(114.70--114.70kPa)90.00(度)314.90010.3001mm荷載(114.70--33.30kPa)90.00(度)44.3003.4001mm載(33.30--0.00kPa)90.00(度)1.400009.60003.3000006.1000如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！90-1-0-1-2-3-4-5-6-7-8 不同土性區(qū)域數(shù)1不同土性區(qū)域數(shù)1-(0,-1,-2,)0.000,0.000)mmm(kPa)內(nèi)摩擦角(度)234567234567891.200------------------------------------------------------------------------計算結(jié)果:------------------------------------------------------------------------************************如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！************************XX853kN0.000(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN).125(m)RkNkN力抗滑力=199.491(kN))_________________________________************************滑動面)***********************XX600kN=71.565(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN)3(m)RkNkN力抗滑力=211.210(kN))_________________________________************************滑動面)***********************XX900kN=51.459(度)kPa30.000(度)kNPxkNPy000(kN)Pt(kN)196(m)RkNkN粘聚力抗滑力=61.495(kN)_________________________________XX.300kN=43.238(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN)(m)RkNkN抗滑力=196.014(kN)_________________________________************************動面)***********************XX.200kN=43.238(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN)(m)RkNkN抗滑力=118.794(kN)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！_________________________________************************滑動面)***********************XX.200kN=45.000(度)kPa30.000(度)9(kN)PxkNPy000(kN)Pt(kN)4(m)RkNkN)粘聚力抗滑力=58.641(kN))_________________________________XX.500kN=35.735(度)kPa30.000(度)9(kN)PxkNPy000(kN)Pt(kN)2(m)RkNkN力抗滑力=120.731(kN))_________________________________XX.000kN=35.735(度)kPa30.000(度)kN)PxkNPy4.399(kN)Pt(kN)(m)RkNkN抗滑力=103.484(kN)_________________________________************************動面)***********************XX000kN35.735(度)kPa30.000(度)kNPxkNPy.843(kN)Pt(kN)9(m)RkNkN)粘聚力抗滑力=43.086(kN)_________________________________XX700kN=32.347(度)kPa30.000(度)kNPxkNPy1.938(kN)Pt(kN)3(m)RkNkN抗滑力=155.773(kN)_________________________________************************動面)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！************************XX7.000kN=32.347(度)kPa30.000(度)kN)PxkNPy32.839(kN)Pt(kN)2(m)RkNkN力抗滑力=247.305(kN))_________________________________************************滑動面)***********************XX0kN=30.630(度)kPa30.000(度)kN)PxkNPy39.823(kN)Pt(kN)8(m)RkNkN力抗滑力=83.372(kN))(m)RkNkN抗滑力=54.512(kN)_________________________________************************動面)***********************XX00kN29.168(度)kPa30.000(度)kNPxkNPy83.073(kN)Pt(kN)(m)RkNkN抗滑力=0.000(kN)__________________________________________________________________XX0kN=29.168(度)kPa30.000(度)kNPxkNPy51.955(kN)Pt(kN)動面)------------------------------------------------------------------------------------------------------------------------------------------------8m影(m)超載數(shù)026.8004.1001mm荷載(114.70--114.70kPa)90.00(度)314.90010.3001mm荷載(114.70--33.30kPa)90.00(度)44.3003.4001mm載(33.30--0.00kPa)90.00(度)1.400009.60003.3000006.1000如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！90-1-0-1-2-3-4-5-6-7-8 不同土性區(qū)域數(shù)1不同土性區(qū)域數(shù)1-(0,-1,-2,)0.000,0.000)mmm(kPa)內(nèi)摩擦角(度)234567234567891.200------------------------------------------------------------------------計算結(jié)果:------------------------------------------------------------------------************************如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！************************XX853kN0.000(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN).125(m)RkNkN力抗滑力=128.244(kN))_________________________________************************滑動面)***********************XX600kN=71.565(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)3(m)RkNkN力抗滑力=135.778(kN))_________________________________************************滑動面)***********************XX900kN=51.459(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)196(m)RkNkN)粘聚力抗滑力=39.532(kN)_________________________________XX.300kN=43.238(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)(m)RkNkN抗滑力=126.009(kN)_________________________________************************動面)***********************XX.200kN=43.238(度)kPa21.000(度)kNPxkNPy000(kN)Pt(kN)(m)RkNkN)粘聚力抗滑力=76.368(kN)kN如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！_________________________________************************滑動面)***********************XX.200kN=45.000(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)4(m)RkNkN)粘聚力抗滑力=37.698(kN)N)_________________________________XX.500kN=35.735(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)2(m)RkNkN粘聚力抗滑力=77.613(kN))_________________________________XX.000kN=35.735(度)kPa21.000(度)kN)PxkNPy4.399(kN)Pt(kN)(m)RkNkN粘聚力抗滑力=66.525(kN)_________________________________************************動面)***********************XX000kN=35.735(度)kPa21.000(度)kNPxkNPy.843(kN)Pt(kN)9(m)RkNkN)粘聚力抗滑力=27.698(kN)_________________________________XX700kN=32.347(度)kPa21.000(度)kN)PxkNPy1.938(kN)Pt(kN)3(m)RkNkN抗滑力=100.140(kN)_________________________________************************動面)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！************************XX7.000kN=32.347(度)kPa21.000(度)kN)PxkNPy32.839(kN)Pt(kN)2(m)RkNkN粘聚力抗滑力=158.982(kN))_________________________________************************滑動面)***********************XX0kN=30.630(度)kPa21.000(度)kN)PxkNPy39.823(kN)Pt(kN)8(m)RkNkN力抗滑力=53.596(kN)kN))_________________________________XX0kN=29.168(度)kPa21.000(度)kNPxkNPy51.955(kN)Pt(kN)(m)RkNkN抗滑力=35.044(kN)_________________________________************************動面)***********************XX00kN=29.168(度)kPa21.000(度)kN)PxkNPy83.073(kN)Pt(kN)(m)RkNkN)粘聚力抗滑力=93.911(kN)_________________________________------------------------------------------------------------------------------------------------------------------------------------------------8度008m影(m)超載數(shù)026.8004.1001mm荷載(114.70--114.70kPa)90.00(度)314.90010.3001mm荷載(114.70--33.30kPa)90.00(度)44.3003.4001mm載(33.30--0.00kPa)90.00(度)1.400009.60003.3000如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！808090-1-0-1-2-3-4-5-6-7-8 不同土性區(qū)域數(shù)1不同土性區(qū)域數(shù)1-(0,-1,-2,)0.000,0.000)mmm(kPa)內(nèi)摩擦角(度)23456789234567891.200------------------------------------------------------------------------計算結(jié)果:------------------------------------------------------------------------如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！************************滑動面)***********************XX853kN0.000(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN).125(m)RkNkN力抗滑力=142.493(kN))_________________________________************************滑動面)***********************XX600kN=71.565(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)3(m)RkNkN力抗滑力=150.864(kN))_________________________________************************滑動面)***********************XX900kN=51.459(度)kPa21.000(度)kNPxkNPy000(kN)Pt(kN)N196(m)RkNkN)粘聚力抗滑力=43.925(kN)_________________________________XX.300kN=43.238(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)N(m)RkNkN抗滑力=140.010(kN)kN_________________________________************************動面)***********************XX.200kN=43.238(度)kPa21.000(度)kN)PxkNPy000(kN)Pt(kN)N(m)RkN749(kN)粘聚力抗滑力=84.853(kN)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！)_________________________________************************滑動面)***********************XX.200kN=45.000(度)kPa21.000(度)9(kN)PxkNPy000(kN)Pt(kN)4(m)RkNkN)粘聚力抗滑力=41.886(kN)N)_________________________________XX.500kN=35.735(度)kPa21.000(度)9(kN)PxkNPy000(kN)Pt(kN)N2(m)RkNkN粘聚力抗滑力=86.236(kN)N)_________________________________XX.000kN=35.735(度)kPa21.000(度)kN)PxkNPy4.399(kN)Pt(kN)kN)(m)RkNkN粘聚力抗滑力=73.917(kN)_________________________________************************動面)***********************XX000kN=35.735(度)kPa21.000(度)kNPxkNPy.843(kN)Pt(kN)9(m)RkNkN)粘聚力抗滑力=30.776(kN)_________________________________XX700kN=32.347(度)kPa21.000(度)kNPxkNPy1.938(kN)Pt(kN)N3(m)RkNkN抗滑力=111.266(kN)____________________________________Pt(kN)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！************************滑動面)***********************XX7.000kN=32.347(度)kPa21.000(度)kN)PxkNPy32.839(kN)Pt(kN)N2(m)RkNkN粘聚力抗滑力=176.647(kN)N)_________________________________************************滑動面)***********************XX0kN=30.630(度)kPa21.000(度)kN)PxkNPy39.823(kN)Pt(kN)8(m)RkNkN力抗滑力=59.551(kN)kN))_________________________________XX0kN=29.168(度)kPa21.000(度)kNPxkNPy51.955(kN)(m)RkNkN抗滑力=38.937(kN)kN_________________________________************************動面)***********************XX00kN=29.168(度)kPa21.000(度)kNPxkNPy83.073(kN)Pt(kN)N(m)RkNkN聚力抗滑力=104.346(kN)_________________________________------------------------------------------------------------------------------------------------------------------------------------------------1234560-1-2-3-46721.600000000如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！022.000026.300不同土性區(qū)域數(shù)1-(0,-1,-2,)0.000,0.000)mmm(kPa)內(nèi)摩擦角(度)1.200------------------------------------------------------------------------計算結(jié)果:------------------------------------------------------------------------************************動面)***********************XX600kN0.000(度)kPa000(度)9(kN)PxkNPy000(kN)Pt(kN)8(m)RkNkN抗滑力=14.216(kN)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！XX.400kN=66.801(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN)0(m)RkNkN力抗滑力=220.350(kN))_________________________________************************滑動面)***********************XX.300kN=66.801(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN)7(m)RkNkN力抗滑力=37.998(kN))_________________________________XX.400kN=48.457(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN)(m)RkNkN抗滑力=147.771(kN)_________________________________XX18.900kN=48.457(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN)(m)RkNkN抗滑力=109.773(kN)_________________________________************************動面)***********************XX16.300kN=48.457(度)kPa30.000(度)kNPxkNPy000(kN)Pt(kN)(m)RkNkN粘聚力抗滑力=44.886(kN)_________________________________XX5.000kN=35.811(度)kPa30.000(度)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！本塊總重(包括水)=1422.042(kN)本塊剩余下滑力=0.000(kN)本塊總附加力Px=-0.000(kN)Py=0.000(kN)本塊下滑力角度=30.763(度)本塊筋帶在滑面切向力Pt=0.000(kN)_____________________________________________.139(m)RkN03(kN)粘聚力抗滑力=227.881(kN))_________________________________************************滑動面)***********************XX0kN=35.811(度)kPa30.000(度)kNPxkNPy000(kN)Pt(kN).189(m)RkNkN粘聚力抗滑力=117.306(kN))_________________________________XX0kN=30.763(度)kPa30.000(度)kNPxkNPy000(kN)Pt(kN)6(m)RkNkN力抗滑力=156.408(kN)------------------------------------------------------------------------------------------------------------------------------------------------1234560-1-2-367000000如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！021.600022.000026.300不同土性區(qū)域數(shù)1-(0,-1,-2,)0.000,0.000)mmm(kPa)內(nèi)摩擦角(度)1.200------------------------------------------------------------------------計算結(jié)果:------------------------------------------------------------------------************************動面)***********************XX600kN0.000(度)kPa000(度)kNPxkNPy000(kN)Pt(kN)8(m)RkNkN抗滑力=12.693(kN)____________________________________如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！XX.400kN=66.801(度)kPa26.000(度)kN)PxkNPy000(kN)Pt(kN)0(m)RkNkN力抗滑力=196.741(kN))_________________________________************************滑動面)***********************XX.300kN=66.801(度)kPa26.000(度)kN)PxkNPy000(kN)Pt(kN)7(m)RkNkN力抗滑力=33.927(kN))_________________________________XX.400kN=48.457(度)kPa26.000(度)kN)PxkNPy000(kN)Pt(kN)(m)RkNkN抗滑力=131.939(kN)_________________________________XX18.900kN=48.457(度)kPa26.000(度)kNPxkNPy000(kN)Pt(kN)(m)RkNkN粘聚力抗滑力=98.012(kN)_________________________________************************動面)***********************XX16.300kN=48.457(度)kPa26.000(度)kNPxkNPy000(kN)Pt(kN)(m)RkNkN粘聚力抗滑力=40.076(kN)_________________________________XX5.000kN=35.811(度)kPa26.000(度)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！本塊總重(包括水)=1477.375(kN)本塊剩余下滑力=214.107(kN)本塊總附加力Px=-0.000(kN)Py=0.000(kN)本塊下滑力角度=30.763(度)本塊筋帶在滑面切向力Pt=0.000(kN)_____________________________________________.139(m)RkN(kN)粘聚力抗滑力=203.465(kN))_________________________________************************滑動面)***********************XX0kN=35.811(度)kPa26.000(度)kN)PxkNPy000(kN)Pt(kN).189(m)RkNkN粘聚力抗滑力=104.737(kN)kN))_________________________________XX0kN=30.763(度)kPa26.000(度)kN)PxkNPy000(kN)Pt(kN)6(m)RkNkN粘聚力抗滑力=139.650(kN)------------------------------------------------------------------------------------------------------------------------------------------------8度00段數(shù)61234560-1-2-37000000如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！021.600022.000026.300不同土性區(qū)域數(shù)1-(0,-1,-2,)0.000,0.000)mmm(kPa)內(nèi)摩擦角(度)1.200------------------------------------------------------------------------計算結(jié)果:------------------------------------------------------------------------************************動面)***********************XX600kN0.000(度)kPa000(度)9(kN)PxkNPy000(kN)Pt(kN)8(m)RkNkN抗滑力=14.216(kN)____________________________________如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！XX.400kN=66.801(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN)0(m)RkNkN力抗滑力=220.350(kN))_________________________________************************滑動面)***********************XX.300kN=66.801(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN)7(m)RkNkN力抗滑力=37.998(kN))_________________________________XX.400kN=48.457(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN)N(m)RkNkN抗滑力=147.771(kN)_________________________________XX18.900kN=48.457(度)kPa30.000(度)kN)PxkNPy000(kN)Pt(kN)N(m)RkNkN抗滑力=109.773(kN)_________________________________************************動面)***********************XX16.300kN=48.457(度)kPa30.000(度)kNPxkNPy000(kN)Pt(kN)N(m)RkNkN粘聚力抗滑力=44.886(kN)_________________________________XX5.000kN=35.811(度)kPa30.000(度)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！本塊總重(包括水)=1422.042(kN)本塊剩余下滑力=6.223(kN)本塊總附加力Px=-0.000(kN)Py=0.000(kN)本塊下滑力角度=30.763(度)本塊筋帶在滑面切向力Pt=0.000(kN)_____________________________________________(kN).139(m)RkN03(kN)粘聚力抗滑力=227.881(kN)N)_________________________________************************滑動面)***********************XX0kN=35.811(度)kPa30.000(度)kNPxkNPy000(kN)Pt(kN)N.189(m)RkNkN粘聚力抗滑力=117.306(kN))_________________________________XX0kN=30.763(度)kPa30.000(度)kNPxkNPy000(kN)Pt(kN)N6(m)RkNkN力抗滑力=156.408(kN)------------------------------------------------------------------------------------------------------------------------------------------------1234567808900000000如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！-1-2--1-2-3-4-5-6-7-8 不同土性區(qū)域數(shù)1不同土性區(qū)域數(shù)1-(0,-1,-2,)0.000,0.000)mmm(kPa)內(nèi)摩擦角(度)2342346.2001.200------------------------------------------------------------------------計算結(jié)果:------------------------------------------------------------------------************************動面)***********************XX203kN0.000(度)kPa000(度)kNPxkNPy000(kN)Pt(kN)N如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！68(m)RkNkN粘聚力抗滑力=133.485(kN))_________________________________XX.900kN=58.908(度)kPa22.000(度)kN)PxkNPy000(kN)Pt(kN)6(m)RkNkN力抗滑力=52.864(kN))_________________________________XX.800kN=58.908(度)kPa22.000(度)0(kN)PxkNPy000(kN)Pt(kN)75(m)RkNkN聚力抗滑力=10.069(kN))_________________________________************************滑動面)***********************XX.400kN=58.908(度)kPa22.000(度)0(kN)PxkNPy000(kN)Pt(kN)(m)RkNkN抗滑力=117.444(kN)kN_________________________________XX15.500kN=49.226(度)kPa22.000(度)kNPxkNPy000(kN)Pt(kN)9(m)RkNkN粘聚力抗滑力=69.670(kN)_________________________________************************動面)***********************XX12.000kN=49.226(度)kPa22.000(度)kNPxkNPy000(kN)Pt(kN)(m)如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！RkNkN粘聚力抗滑力=32.105(kN))_________________________________XX0.200kN=43.210(度)kPa22.000(度)kN)PxkNPy000(kN)Pt(kN)6(m)RkNkN粘聚力抗滑力=85.615(kN))_________________________________************************滑動面)***********************XX00kN=43.210(度)kPa22.000(度)kN)PxkNPy000(kN)Pt(kN)7(m)RkNkN粘聚力抗滑力=50.276(kN)N)Pt(kN)(m)RkNkN抗滑力=10.665(kN)_________________________________XX1.400kN=31.430(度)kPa22.000(度)kNPxkNPy000(kN)Pt(kN)(m)RkNkN)粘聚力抗滑力=21.329(kN)__________________________________________________________________XX00kN=31.430(度)kPa22.000(度)kN)PxkNPy000(kN)------------------------------------------------------------------------------------------------------------------------------------------------123456788900000000如不慎侵犯了你的權(quán)益，請聯(lián)系我們告知！0-1-0-1-2-3-4-5-6-7-8 不同土性區(qū)域數(shù)1不同土性區(qū)域數(shù)1-(0,-1,-2,)0.000,0.000)mmm(kPa)內(nèi)摩