四川錨桿擋墻及格子梁錨索邊坡支護(hù)設(shè)計(jì)計(jì)算書

PAGEPAGE2xx省xxxx項(xiàng)目邊坡治理工程(一期)施工圖設(shè)計(jì)計(jì)算書（附件一）xxxx地質(zhì)工程勘察院二〇一三年八月目錄TOC\o"1-2"\u一、設(shè)計(jì)依據(jù) 1二、邊坡穩(wěn)定性和推力計(jì)算 12.1穩(wěn)定性分析 12.2穩(wěn)定性計(jì)算條分圖及成果 22.37-7剖面填土推力計(jì)算 122.47-7剖面B2B3邊坡第一破裂面推力計(jì)算 14三、分項(xiàng)工程設(shè)計(jì)計(jì)算 181.1-1剖面B1B2邊坡錨桿擋墻 182.2-2剖面B1B2邊坡錨桿擋墻 203.2-2斷面B1B2格子梁錨索支護(hù) 224.2-2斷面D1D2格子梁錨索支護(hù) 525.4-4剖面錨噴D1D2 736.5-5剖面錨噴J2J3 757.7-7剖面錨噴J2J3 778.8-8剖面B2B3格子梁錨索支護(hù) 799.8-8剖面錨噴J2J3 15210.B1B2B3邊坡錨拉樁 15411.J3J4邊坡錨拉樁 16412.擋墻ⅠⅡⅢ邊坡錨拉樁 17913.擋墻ⅠⅡⅢ邊坡錨索格子梁 190PAGE29一、設(shè)計(jì)依據(jù)（一）設(shè)計(jì)依據(jù)1、《xx縣xxx城項(xiàng)目巖土工程勘察報(bào)告》及其部分參數(shù)調(diào)整的說明（xx工程勘察院，2013年6月）。（二）主要規(guī)范、標(biāo)準(zhǔn)及技術(shù)要求1、《建筑邊坡工程技術(shù)規(guī)范》（GB50330-2002）；2、《地質(zhì)災(zāi)害防治工程設(shè)計(jì)規(guī)范》(DB50/5029-2004)；3、《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》（GB50010-2002）；4、《建筑抗震設(shè)計(jì)規(guī)范》（GB50011-2010）；5、《砌體結(jié)構(gòu)設(shè)計(jì)規(guī)范》（GB50003-2001)；6、《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》（GB50007-2002）；7、《錨桿噴射混凝土支護(hù)技術(shù)規(guī)范》（GB50086-2001）；8、《混凝土結(jié)構(gòu)耐久性設(shè)計(jì)規(guī)范》（GB/T50476-2008）;9、《水利工程設(shè)計(jì)概（預(yù)）算編制規(guī)定》，水利部水總【2002】116號(hào)文；10、《工程勘察設(shè)計(jì)收費(fèi)標(biāo)準(zhǔn)（2002年修訂本）》，國(guó)家發(fā)改委計(jì)價(jià)字【2002】10號(hào)文；11、《巖土工程勘察規(guī)范》（GB50021-2001，2009年版）；12、《室外排水設(shè)計(jì)規(guī)范》（GB50014—2006）。二、邊坡穩(wěn)定性和推力計(jì)算2.1穩(wěn)定性分析根據(jù)邊坡的形態(tài)及特征，對(duì)場(chǎng)地內(nèi)邊坡根據(jù)最終整平標(biāo)高，選取典型剖面對(duì)邊坡進(jìn)行整體穩(wěn)定性分析評(píng)價(jià)。建筑加載工況按照原始地形切坡到整平標(biāo)高，每層樓1.6t/m3（由房屋設(shè)計(jì)單位提供）進(jìn)行計(jì)算，按照采用傳遞系數(shù)法（條分法）進(jìn)行穩(wěn)定性計(jì)算。計(jì)算模型如下。根據(jù)工作區(qū)具體情況，為全面分析邊坡所處的各種工況下的穩(wěn)定狀態(tài)，本次穩(wěn)定性分析采用自重和自重+加載分析。傳遞系數(shù)法計(jì)算公式如下：其中：式中——第i塊段的剩余下滑力傳遞至第i+1塊段時(shí)的傳遞系數(shù)(j=i)，即式中：Wi——第i條塊塊的重量（kN/m）；Ci——第i條塊塊內(nèi)聚力（kPa）；φi——第i條塊塊內(nèi)摩擦角角(°)；Li——第i條塊塊滑面長(zhǎng)度度（m）；αi——第i條塊塊滑面傾角角(°)；A——地震加速速度（重力力加速度g）；Fs——穩(wěn)定系數(shù)數(shù)。（2）參數(shù)選取根據(jù)勘察報(bào)告提供參數(shù)取值，場(chǎng)地填土天然重度21.00KN/m3，飽和重度取22.00KN/m3，綜合內(nèi)摩察角取25°，天然綜合內(nèi)摩察角取28°；粉質(zhì)粘土天然重度取19.60kN/m3，飽和重度20.00kN/m3，天然抗剪強(qiáng)度標(biāo)準(zhǔn)值?。篊=19.5KPa，φ=12.4°，飽和抗剪強(qiáng)度標(biāo)準(zhǔn)值取(經(jīng)驗(yàn)值)：C=15.0KPa，φ=10.0°。巖層層面抗剪參數(shù)為=15，C=24KPa，重度:泥巖體=24.96KN/m3，砂巖體=24.75KN/m3。巖石與錨固體間的粘結(jié)強(qiáng)度特征值泥巖取400KPa，砂巖取600Kpa，邊坡巖體破裂角取61.3°，等效內(nèi)摩擦角取55°。邊坡破裂角取16°，根據(jù)邊坡展布方向，場(chǎng)地視傾角為13°，為保證錨桿（索）錨固段進(jìn)入潛在不穩(wěn)定層面以下，此次按13°進(jìn)行相關(guān)計(jì)算。根據(jù)《建筑邊坡工程技術(shù)規(guī)范》（GB50330—2002）邊坡穩(wěn)定性評(píng)價(jià)章節(jié)，巖質(zhì)邊坡采用平面滑動(dòng)法，土質(zhì)邊坡采用折線滑動(dòng)法計(jì)算，邊坡穩(wěn)定安全系數(shù)取1.3.2.2穩(wěn)定性計(jì)算條分圖及成果圖2-1B1B2邊坡2-2′剖面穩(wěn)定性計(jì)算條分圖圖2-2D1D2邊坡2-2′剖面穩(wěn)定性計(jì)算條分圖（不考慮B1B2邊坡上部荷載傳遞）圖2-35-5′剖面穩(wěn)定性計(jì)算條分圖圖2-45-5′剖面穩(wěn)定性計(jì)算條分圖（填土）圖2-57-7′剖面B2B3邊坡穩(wěn)定性計(jì)算條分圖圖2-612-12′剖面擋墻3邊坡穩(wěn)定性計(jì)算條分圖圖2-712-12′剖面擋墻2邊坡穩(wěn)定性計(jì)算條分圖表1-12-2剖面B1B2邊坡基巖挖方區(qū)整體穩(wěn)定性計(jì)算工況1：自重條塊號(hào)天然重度(kkN/m33)面積

(m2))建筑荷載(kkN/m33)均布荷載寬度度（m）條塊重量（kN/m）滑面長(zhǎng)度（mm）滑面傾角（°°）內(nèi)聚力（KNN/m）內(nèi)摩擦角（°°）下滑力（KNN/m）累積下滑力（kN/m）抗滑力（KNN/m）累積抗滑力（kN/m）傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)剩余下滑力（kN/m）125.0021.100.008.69527.4228.9213.024.0015.00118.644118.644351.822351.8221.001.451.300.00225.0038.740.008.67968.5998.9013.024.0015.00217.899336.533466.377818.1991.001.300.00325.0039.200.005.55980.0995.6913.024.0015.00220.477557.000392.4881210.6671.001.300.00425.0046.320.005.561158.1125.7113.024.0015.00260.522817.522439.3661650.0031.001.300.00525.0056.300.007.541407.5527.7313.024.0015.00316.6221134.114553.1002203.1141.001.300.00625.0069.410.007.541735.3327.7313.024.0015.00390.3661524.551638.6992841.8821.001.300.00725.00131.7220.0011.433293.00511.7313.024.0015.00740.7882265.2281141.1163982.9991.001.300.00825.00161.6330.0011.434040.77111.7313.024.0015.00908.9663174.2241336.3365319.3351.001.300.00925.00119.4660.006.922986.5527.1113.024.0015.00671.8223846.006950.2556269.6601.001.300.001025.00130.5330.006.923263.1167.1113.024.0015.00734.0554580.1111022.4487292.0081.001.300.001125.0077.150.005.481928.7705.6213.024.0015.00433.8665013.997638.4557930.5531.001.300.001225.0084.070.005.482101.8825.6213.024.0015.00472.8115486.778683.6558614.1171.001.300.001325.00207.0550.0012.085176.22012.3913.024.0015.001164.3396651.1171648.88310263..011.001.300.001425.00240.7110.0012.086017.77512.3913.024.0015.001353.7708004.8871868.55512131..551.001.300.001525.00294.9990.0012.407374.88512.7313.024.0015.001658.9989663.8852230.88714362..421.001.300.001625.00330.4990.0012.408262.33012.7313.024.0015.001858.66111522..462462.55616824..981.001.300.001725.0097.820.004.782445.5514.9013.024.0015.00550.12212072..58756.14417581..121.001.300.001825.0095.600.004.782389.9974.9013.024.0015.00537.63312610..21741.64418322..760.911.300.00表1-22-2剖面B1B2邊坡基巖挖方區(qū)整體穩(wěn)定性計(jì)算工況2：自重+加載(建筑荷載每層樓1.6t/m2)條塊號(hào)天然重度(kkN/m33)面積

(m2))建筑荷載(kkN/m33)均布荷載寬度度（m）條塊重量（kN/m）滑面長(zhǎng)度（mm）滑面傾角（°°）內(nèi)聚力（KNN/m）內(nèi)摩擦角（°°）下滑力（KNN/m）累積下滑力（kN/m）抗滑力（KNN/m）累積抗滑力（kN/m）傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)剩余下滑力（kN/m）125.0021.1050.008.69962.0888.9213.024.0015.00216.422216.422465.300465.3001.001.391.300.00225.0038.7450.008.671401.9978.9013.024.0015.00315.388531.800579.5221044.8821.001.300.00325.0039.20192.0005.552044.8895.6913.024.0015.00460.000991.800670.4881715.3301.001.300.00425.0046.32192.0005.562226.0075.7113.024.0015.00500.7661492.555718.1992433.4491.001.300.00525.0056.30192.0007.542854.5517.7313.024.0015.00642.1222134.668930.8883364.3371.001.300.00625.0069.4150.007.542112.1147.7313.024.0015.00475.1332609.880737.0774101.4441.001.300.00725.00131.72250.0011.433864.33111.7313.024.0015.00869.2883479.0081290.3315391.7751.001.300.00825.00161.63350.0011.434611.99611.7313.024.0015.001037.4474516.5551485.5516877.2261.001.300.00925.00119.466192.0006.924315.8807.1113.024.0015.00970.8445487.4401297.3308174.5561.001.300.001025.00130.533192.0006.924592.4457.1113.024.0015.001033.0086520.4471369.5539544.0091.001.300.001125.0077.15192.0005.482980.2265.6213.024.0015.00670.4117190.888912.99910457..081.001.300.001225.0084.07192.0005.483153.3385.6213.024.0015.00709.3667900.224958.19911415..271.001.300.001325.00207.05550.0012.085779.99712.3913.024.0015.001300.2219200.4451806.44713221..741.001.300.001425.00240.71150.0012.086621.55112.3913.024.0015.001489.55210689..972026.11815247..921.001.300.001525.00294.999176.00012.409557.33112.7313.024.0015.002149.99312839..892800.66718048..581.001.300.001625.00330.499176.00012.4010444..7712.7313.024.0015.002349.55615189..453032.33721080..951.001.300.001725.0097.8250.004.782684.3374.9013.024.0015.00603.85515793..30818.50021899..451.001.300.001825.0095.6050.004.782628.8824.9013.024.0015.00591.36616384..66804.00022703..450.911.300.00表1-32-2剖面D1D2邊坡整體穩(wěn)定性計(jì)算工況1：自重條塊號(hào)天然重度(kkN/m33)面積

(m2))建筑荷載(kkN/m33)滑面寬（m）條塊重量（kN/m）滑面長(zhǎng)（m）滑面傾角（°°）內(nèi)聚力（KNN/m）內(nèi)摩擦角（°°）下滑力（KNN/m）累積下滑力（kN/m）抗滑力（KNN/m）累積抗滑力（kN/m）傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)剩余下滑力（kN/m）125.0000.003.75258.9223.8513.024.0015.0058.2458.24159.922159.9221.001.871.300.00225.0000.003.75338.5333.8513.024.0015.0076.15134.400180.711340.6331.001.300.00325.0000.004.36795.5004.4713.024.0015.00178.955313.355314.999655.6221.001.300.00425.0000.004.72398.8664.8413.024.0015.0089.72403.077220.388876.0001.001.300.00525.0000.004.68519.7444.8013.024.0015.00116.922519.999250.8991126.8891.001.300.00625.0000.003.85521.2663.9513.024.0015.00117.266637.255230.9991357.8871.001.300.00725.0000.003.85605.3773.9513.024.0015.00136.188773.422252.9441610.8821.001.300.00825.0000.004.28770.2334.3913.024.0015.00173.266946.699306.4001917.2221.001.300.00925.0000.004.28873.8004.3913.024.0015.00196.5661143.225333.4442250.6651.001.300.001025.0000.004.28977.3884.3913.024.0015.00219.8661363.111360.4882611.1131.001.300.001125.0000.004.281080.9944.3913.024.0015.00243.1661606.227387.5222998.6650.911.300.00表1-42-2剖面D1D2邊坡整體穩(wěn)定性計(jì)算工況1：自重+加載(建筑荷載每層樓1.6t/m2)條塊號(hào)天然重度(kkN/m33)面積

(m2))建筑荷載(kkN/m33)滑面寬（m）條塊重量（kN/m）滑面長(zhǎng)（m）滑面傾角（°°）內(nèi)聚力（KNN/m）內(nèi)摩擦角（°°）下滑力（KNN/m）累積下滑力（kN/m）抗滑力（KNN/m）累積抗滑力（kN/m）傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)剩余下滑力（kN/m）125.0000.003.75258.9223.8513.024.0015.0058.2458.24159.922159.9221.001.571.300.00225.00050.003.75525.9443.8513.024.0015.00118.311176.566229.644389.5661.001.300.00325.00050.004.361013.3324.4713.024.0015.00227.955404.500371.866761.4221.001.300.00425.00048.004.72625.3994.8413.024.0015.00140.688545.188279.5221040.9941.001.300.00525.00048.004.68744.2224.8013.024.0015.00167.411712.600309.4991350.4431.001.300.00625.00048.003.85706.1993.9513.024.0015.00158.866871.455279.2771629.7701.001.300.00725.000192.0003.851345.0063.9513.024.0015.00302.5771174.003446.0662075.7761.001.300.00825.000192.0004.281591.0084.3913.024.0015.00357.9111531.994520.7112596.4471.001.300.00925.000192.0004.281694.6654.3913.024.0015.00381.2111913.116547.7553144.2221.001.300.001025.000192.0004.281798.2224.3913.024.0015.00404.5112317.667574.7993719.0001.001.300.001125.000192.0004.281901.7794.3913.024.0015.00427.8112745.448601.8334320.8830.911.300.00表1-55-5剖面整體工況1：自重條塊號(hào)天然重度(kkN/m33)面積

(m2))建筑荷載(kkN/m33)地面加載滑面面寬度（mm）條塊重量（kN/m）滑面長(zhǎng)（m）滑面傾角（°°）內(nèi)聚力（KNN/m）內(nèi)摩擦角（°°）下滑力（KNN/m）累積下滑力（kN/m）抗滑力（KNN/m）累積抗滑力（kN/m）傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)剩余下滑力（kN/m）備注124.7591.880.006.462274.1136.6313.024.0015.00511.577511.577752.855752.8551.001.411.300.00224.75114.1880.009.012825.9969.2513.024.0015.00635.7001147.227959.8111712.6661.001.300.00324.7594.400.006.712336.4406.8913.024.0015.00525.5881672.884775.3552488.0011.001.300.00424.7581.490.005.412016.8885.5513.024.0015.00453.7002126.554659.7773147.7781.001.300.00524.7587.400.005.412163.1155.5513.024.0015.00486.6002613.115697.9663845.7741.001.300.00624.75110.5990.005.972737.0056.1313.024.0015.00615.7003228.885861.7114707.4451.001.300.00724.7582.180.005.252034.0005.3913.024.0015.00457.5553686.440660.4005367.8851.001.300.00824.7554.620.003.321351.8873.4113.024.0015.00304.1113990.551434.7995802.6641.001.300.00924.75104.7770.006.072592.9986.2313.024.0015.00583.2994573.880826.5006629.1141.001.300.001024.75112.2220.006.072777.4496.2313.024.0015.00624.8005198.660874.6777503.8811.001.300.001124.75126.2440.006.093124.3336.2513.024.0015.00702.8225901.442965.7118469.5521.001.300.001224.7594.850.005.252347.6625.3913.024.0015.00528.1006429.552742.2889211.8801.001.300.001324.7562.270.003.311541.1123.4013.024.0015.00346.6886776.220483.9669695.7761.001.300.001424.75119.6220.006.082960.5546.2413.024.0015.00665.9887442.117922.70010618..461.001.300.001524.75127.1000.006.083145.7746.2413.024.0015.00707.6448149.881971.06611589..521.001.300.001624.75127.8330.005.533163.7745.6813.024.0015.00711.6998861.550962.31112551..831.001.300.001724.75113.4440.005.562807.6645.7113.024.0015.00631.5889493.008870.06613421..891.001.300.001824.75139.6990.006.533457.3336.7013.024.0015.00777.73310270..811063.44414485..341.001.300.001924.75148.3110.006.533670.6676.7013.024.0015.00825.72211096..531119.11515604..481.001.300.002024.75148.4110.005.963673.1156.1213.024.0015.00826.28811922..811105.88716710..361.001.300.002124.75111.8990.005.252769.2285.3913.024.0015.00622.95512545..76852.37717562..721.001.300.002224.75111.6220.005.042762.6605.1713.024.0015.00621.45513167..21845.34418408..071.001.300.002324.75116.7660.005.042889.8815.1713.024.0015.00650.07713817..27878.56619286..621.001.300.00B1B2邊坡坡2424.7533.150.005.83820.5665.9813.024.0015.00184.59914001..86357.75519644..381.001.300.002524.7540.020.005.83990.5005.9813.024.0015.00222.81114224..67402.12220046..501.001.300.002624.7546.890.005.831160.5535.9813.024.0015.00261.06614485..74446.51120493..011.001.300.002724.7553.760.005.831330.5565.9813.024.0015.00299.31114785..05490.90020983..911.001.300.002824.7515.480.005.10383.1335.2313.024.0015.0086.1914871..23225.55521209..461.001.300.002924.7520.730.005.10513.0775.2313.024.0015.00115.42214986..65259.47721468..931.001.300.003024.7525.970.005.10642.7665.2313.024.0015.00144.59915131..24293.33321762..271.001.300.003124.7531.230.005.10772.9445.2313.024.0015.00173.87715305..11327.32222089..591.001.300.003224.7536.480.005.10902.8885.2313.024.0015.00203.10015508..21361.25522450..831.001.300.003324.7541.730.005.101032.8825.2313.024.0015.00232.33315740..55395.17722846..001.001.300.003424.7546.990.005.101163.0005.2313.024.0015.00261.62216002..17429.16623275..161.001.300.003524.7552.240.005.101292.9945.2313.024.0015.00290.85516293..01463.08823738..240.911.300.00表1-65-5剖面整體工況1：自重+加載(建筑荷載每層樓1.6t/m2)條塊號(hào)天然重度(kkN/m33)面積

(m2))建筑荷載(kkN/m33)地面加載滑面面寬度（mm）條塊重量（kN/m）滑面長(zhǎng)（m）滑面傾角（°°）內(nèi)聚力（KNN/m）內(nèi)摩擦角（°°）下滑力（KNN/m）累積下滑力（kN/m）抗滑力（KNN/m）累積抗滑力（kN/m）傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)剩余下滑力（kN/m）備注124.7591.8880.006.462790.9936.6313.024.0015.00627.822627.822887.788887.7881.001.381.300.00224.75114.18880.009.013546.9999.2513.024.0015.00797.9001425.7721148.0052035.8841.001.300.00324.7594.4050.006.712672.0076.8913.024.0015.00601.0992026.881862.9992898.8821.001.300.00424.7581.4950.005.412287.2275.5513.024.0015.00514.5222541.333730.3663629.1191.001.300.00524.7587.4050.005.412433.5545.5513.024.0015.00547.4333088.776768.5554397.7741.001.300.00624.75110.599112.0005.973406.0026.1313.024.0015.00766.1993854.9941036.3375434.1111.001.300.00724.7582.18112.0005.252622.2215.3913.024.0015.00589.8774444.881813.9776248.0081.001.300.00824.7554.620.003.321351.8873.4113.024.0015.00304.1114748.992434.7996682.8871.001.300.00924.75104.7770.006.072592.9986.2313.024.0015.00583.2995332.221826.5007509.3371.001.300.001024.75112.2220.006.072777.4496.2313.024.0015.00624.8005957.001874.6778384.0041.001.300.001124.75126.244112.0006.093806.3396.2513.024.0015.00856.2556813.2261143.7789527.8821.001.300.001224.7594.85112.0005.252935.8835.3913.024.0015.00660.4227473.668895.85510423..671.001.300.001324.7562.270.003.311541.1123.4013.024.0015.00346.6887820.336483.96610907..631.001.300.001424.75119.6220.006.082960.5546.2413.024.0015.00665.9888486.333922.70011830..331.001.300.001524.75127.1000.006.083145.7746.2413.024.0015.00707.6449193.997971.06612801..391.001.300.001624.75127.833112.0005.533783.5595.6813.024.0015.00851.12210045..091124.11513925..531.001.300.001724.75113.444112.0005.563430.7775.7113.024.0015.00771.76610816..851032.77514958..281.001.300.001824.75139.6990.006.533457.3336.7013.024.0015.00777.73311594..581063.44416021..731.001.300.001924.75148.3110.006.533670.6676.7013.024.0015.00825.72212420..301119.11517140..871.001.300.002024.75148.411112.0005.964341.0026.1213.024.0015.00976.52213396..821280.22418421..111.001.300.002124.75111.899112.0005.253357.4495.3913.024.0015.00755.27714152..091005.99419427..051.001.300.002224.75111.62250.005.043014.4475.1713.024.0015.00678.11114830..20911.10020338..151.001.300.002324.75116.76650.005.043141.6685.1713.024.0015.00706.73315536..92944.32221282..471.001.300.00B1B2邊坡坡2424.7533.1550.005.831111.9905.9813.024.0015.00250.12215787..04433.82221716..291.001.300.002524.7540.0250.005.831281.8835.9813.024.0015.00288.35516075..39478.18822194..471.001.300.002624.7546.8950.005.831451.8865.9813.024.0015.00326.60016401..99522.58822717..051.001.300.002724.7553.7650.005.831621.9905.9813.024.0015.00364.85516766..84566.97723284..011.001.300.002824.7515.480.005.10383.1335.2313.024.0015.0086.1916853..02225.55523509..561.001.300.002924.7520.730.005.10513.0775.2313.024.0015.00115.42216968..44259.47723769..031.001.300.003024.7525.970.005.10642.7665.2313.024.0015.00144.59917113..03293.33324062..371.001.300.003124.7531.230.005.10772.9445.2313.024.0015.00173.87717286..90327.32224389..691.001.300.003224.7536.480.005.10902.8885.2313.024.0015.00203.10017490..01361.25524750..931.001.300.003324.7541.730.005.101032.8825.2313.024.0015.00232.33317722..34395.17725146..101.001.300.003424.7546.9932.005.101326.0075.2313.024.0015.00298.30018020..64471.73325617..841.001.300.003524.7552.2432.005.101456.0015.2313.024.0015.00327.53318348..17505.66626123..490.911.300.00表1-75-5剖面B1B2B3工況1：自重+加載(填土)(建筑荷載每層樓1.6t/m2)條塊號(hào)重度(kN//m3)面積

(m2))建筑荷載(kkN/m33)加載寬度（mm）條塊重量（kN/m）滑面長(zhǎng)（m）滑面傾角（°°）內(nèi)聚力（KNN/m）內(nèi)摩擦角（°°）下滑力（KNN/m）累積下滑力（kN/m）抗滑力（KNN/m）累積抗滑力（kN/m）傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)剩余下滑力（kN/m）120.003.520.004.5870.454.7013.015.0010.0015.8515.8582.6082.601.000.921.250.00220.008.370.004.47167.4994.5913.015.0010.0037.6853.5397.61180.2111.011.250.00320.0011.750.002.79235.0773.2230.015.0010.00117.544171.48884.26265.8991.001.250.00420.0016.270.002.79325.4553.2230.015.0010.00162.722334.20098.06363.9441.001.2553.81520.0010.260.002.81205.3003.2430.015.0010.00102.655436.85579.96443.9001.001.25102.177620.0014.830.002.81296.5993.2430.015.0010.00148.299585.15593.90537.8000.941.25193.644720.0021.560.003.33431.2883.5118.015.0010.00133.277684.188124.911631.2331.001.25223.999820.0025.010.003.28500.2773.4418.015.0010.00154.599838.777135.555766.7991.001.25281.688920.0028.420.003.28568.4003.4418.015.0010.00175.6551014.442146.988913.7771.001.25354.2661020.0031.830.003.28636.5443.4418.015.0010.00196.7001211.112158.4111072.1171.011.25441.7331120.0034.950.003.00698.9003.1920.015.0010.00239.0441456.887163.6221241.7731.001.25579.3661220.0038.180.003.00763.5553.1920.015.0010.00261.1551718.002174.3331416.0061.001.25731.4771320.0023.890.002.64477.9002.8120.015.0010.00163.4551881.447121.3111537.3381.001.25814.4771420.0026.400.002.64528.0992.8120.015.0010.00180.6222062.009129.6331667.0010.951.25910.6111520.0026.760.002.56535.1992.599.015.0010.0083.722038.555132.0331712.3331.001.25835.8661620.0027.750.002.53555.0442.569.015.0010.0086.832125.337135.1331847.4461.001.25809.2661720.0028.720.002.53574.4332.569.015.0010.0089.862215.224138.5111985.9961.001.25783.0881820.0029.6950.002.53720.4882.569.015.0010.00112.7112327.994163.9442149.9910.961.25760.022表1-87-7剖面B2B3工況1：自重條塊號(hào)重度(kN//m3)面積

(m2))建筑荷載(kkN/m33)加載寬度（mm）條塊重量（kN/m）滑面長(zhǎng)（m）滑面傾角（°°）內(nèi)聚力（KNN/m）內(nèi)摩擦角（°°）下滑力（KNN/m）累積下滑力（kN/m）抗滑力（KNN/m）累積抗滑力（kN/m）傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)剩余下滑力（kN/m）124.7563.690.004.971576.2255.1013.024.0015.00354.588354.588533.933533.9331.001.391.300.00224.7569.510.004.971720.3375.1013.024.0015.00387.000741.588571.5661105.4491.001.300.00324.7563.750.005.181577.8815.3213.024.0015.00354.9331096.551539.6221645.1111.001.300.00424.75221.4000.0015.455479.66515.8613.024.0015.001232.6652329.1161811.2283456.3381.001.300.00524.75277.7220.0015.456873.55715.8613.024.0015.001546.2223875.3382175.2205631.5591.001.300.00624.75245.4880.0013.366075.66313.7113.024.0015.001366.7725242.1101915.2287546.8861.001.300.00724.75267.6110.0013.366623.33513.7113.024.0015.001489.9936732.0032058.2279605.1141.001.300.00824.75291.4990.0013.457214.33813.8013.024.0015.001622.8888354.9912214.77411819..881.001.300.00924.75333.8440.0013.458262.55413.8013.024.0015.001858.66710213..582488.44014308..281.001.300.001024.75376.2220.0014.179311.44514.5413.024.0015.002094.66212308..202780.00117088..281.001.300.001124.75380.8550.0014.179426.00414.5413.024.0015.002120.44014428..592809.99319898..211.001.300.001224.75190.5330.006.844715.6627.0213.024.0015.001060.77815489..381399.66421297..851.001.300.001324.75103.7110.005.762566.8825.9113.024.0015.00577.41116066..79811.99922109..841.001.300.001424.75171.5990.0011.224246.88511.5213.024.0015.00955.33317022..121385.22623495..101.001.300.001524.7584.650.006.462095.0096.6313.024.0015.00471.29917493..41706.11124201..201.001.300.001624.7548.120.005.951190.9976.1113.024.0015.00267.91117761..32457.58824658..791.001.300.001724.7556.480.005.951397.8886.1113.024.0015.00314.45518075..78511.60025170..390.911.300.00表1-97-7剖面B2B3工況1：自重+加載(建筑荷載每層樓1.6t/m2)條塊號(hào)重度(kN//m3)面積

(m2))建筑荷載(kkN/m33)加載寬度（mm）條塊重量（kN/m）滑面長(zhǎng)（m）滑面傾角（°°）內(nèi)聚力（KNN/m）內(nèi)摩擦角（°°）下滑力（KNN/m）累積下滑力（kN/m）抗滑力（KNN/m）累積抗滑力（kN/m）傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)剩余下滑力（kN/m）124.7563.690.004.971576.2255.1013.024.0015.00354.588354.588533.933533.9331.001.391.300.00224.7569.510.004.971720.3375.1013.024.0015.00387.000741.588571.5661105.4491.001.300.00324.7563.7564.005.181909.5575.3213.024.0015.00429.5661171.114626.2331731.7721.001.300.00424.75221.4000.0015.455479.66515.8613.024.0015.001232.6652403.7791811.2283543.0001.001.300.00524.75277.7220.0015.456873.55715.8613.024.0015.001546.2223950.0012175.2205718.2201.001.300.00624.75245.4880.0013.366075.66313.7113.024.0015.001366.7725316.7731915.2287633.4481.001.300.00724.75267.6110.0013.366623.33513.7113.024.0015.001489.9936806.6662058.2279691.7751.001.300.00824.75291.4990.0013.457214.33813.8013.024.0015.001622.8888429.5542214.77411906..491.001.300.00924.75333.8440.0013.458262.55413.8013.024.0015.001858.66710288..212488.44014394..891.001.300.001024.75376.2220.0014.179311.44514.5413.024.0015.002094.66212382..822780.00117174..901.001.300.001124.75380.8550.0014.179426.00414.5413.024.0015.002120.44014503..222809.99319984..821.001.300.001224.75190.533112.0006.845481.7717.0213.024.0015.001233.11215736..341599.66521584..481.001.300.001324.75103.7110.005.762566.8825.9113.024.0015.00577.41116313..75811.99922396..471.001.300.001424.75171.5990.0011.224246.88511.5213.024.0015.00955.33317269..081385.22623781..721.001.300.001524.7584.650.006.462095.0096.6313.024.0015.00471.29917740..37706.11124487..831.001.300.001624.7548.120.005.951190.9976.1113.024.0015.00267.91118008..28457.58824945..411.001.300.001724.7556.480.005.951397.8886.1113.024.0015.00314.45518322..74511.60025457..010.911.300.00表1-1012-12剖面擋墻3工況1：自重條塊號(hào)重度(kN//m3)面積

(m2))建筑荷載(kkN/m33)均布荷載寬度度（m）條塊重量（kN/m）滑面長(zhǎng)度（mm）滑面傾角（°°）內(nèi)聚力（KNN/m）動(dòng)水壓力（kkN/m）下滑力（KNN/m）累積下滑力（kN/m）抗滑力（KNN/m）累積抗滑力（kN/m）傳遞系數(shù)穩(wěn)定系數(shù)安全系數(shù)剩余下滑力（kN/m）125.000.000.008.691161.1168.9213.024.000.00261.200261.200517.277517.2771.001.361.300.00225.000.000.008.671647.7708.9013.024.000.00370.655631.866643.6771160.9951.001.300.00325.000.000.005.55964.6005.6913.024.000.00216.999848.844388.4441549.3391.001.300.00425.000.000.005.56924.2225.7113.024.000.00207.9001056.775378.3001927.6691.001.300.00525.000.000.007.541253.4487.7313.024.000.00281.9771338.772512.8992440.5571.001.300.00625.000.000.007.541158.4497.7313.024.000.00260.6001599.332488.0992928.6661.001.300.00725.000.000.0011.431210.11311.7313.024.000.00272.2221871.554597.3553526.0011.001.300.00825.000.000.0011.431437.77311.7313.024.000.00323.4222194.996656.7884182.7791.001.300.00925.000.000.006.921626.2207.1113.024.000.00365.8222560.778595.1004777.8891.001.300.001025.000.000.006.922366.5597.1113.024.000.00532.3773093.115788.4005566.2291.001.300.001125.000.000.005.483120.1115.6213.024.000.00701.8773795.002949.5006515.7791.001.300.001225.000.000.005.485275.2285.6213.024.000.001186.6684981.7701512.1188027.9971.001.300.001325.000.000.0012.084405.22612.3913.024.000.00990.9775972.6661447.5559475.5521.001.300.001425.000.000.0012.086233.55412.3913.024.000.001402.2247374.9911924.88811400..401.001.300.001525.000.000.0012.406985.22212.7313.024.000.001571.3338946.2242129.11413529..551.001.300.001625.000.000.0012.405397.66412.7313.024.000.001214.22010160..441714.66515244..201.001.300.001725.000.000.004.788179.3334.9013.024.000.001839.99512000..392253.11417497..341.001.300.001825.000.000.004.786467.6634.9013.024.000.001454.99013455..291806.22419303..581.001.300.001925.000.000.004.786630.0034.9013.024.000.001491.44314946..721848.66421152..221.001.300.002025.000.000.004.787269.6654.9013.024.000.001635.33116582..042015.66323167..851.001.300.002125.000.000.004.786626.8804.9013.024.000.001490.77118072..741847.88025015..651.001.300.002225.000.000.004.786867.5594.9013.024.000.001544.88719617..611910.66626926..311.001.300.002325.000.000.004.784679.9914.9013.024.000.001052.77520670..361339.55028265..811.001.300.002425.000.000.004.785912.3394.9013.024.000.001330.00022000..361661.22829927..091.001.300.002525.000.000.004.783249.1154.9013.024.000.00730.90022731..269