邊坡穩(wěn)定計(jì)算報(bào)告書

1、邊坡穩(wěn)定計(jì)算報(bào)告書 工程編號(hào): 計(jì) 算: 校 核: 審 定: 工程條件1.1 工程基本信息 滑動(dòng)面形狀：圓滑 計(jì)算采用方法：簡單條分法 土層指標(biāo)采用：總應(yīng)力法 不考慮地震 安全等級(jí)：二級(jí) 計(jì)算控制參數(shù): 自動(dòng)搜索最危險(xiǎn)滑動(dòng)面計(jì)算: 根據(jù)圓心范圍進(jìn)行計(jì)算,搜索步長,半徑步長(m)=1,圓心步長(m)=21.2 土層參數(shù)土層物理參數(shù)編號(hào)土層名稱重度(kN/m3)飽和重度(kN/m3)粘結(jié)力(kPa)摩擦角 (°)水下粘結(jié)力(kPa)水下摩擦角(°)1混凝土2530100004510000452回填土2025152510253粉質(zhì)粘土101328.92327.9214卵石土172

2、0254020405拋石252510045100456級(jí)配碎石252510045100457干砌塊石252520045150458淤泥質(zhì)土2020101010109粉砂15202620251810強(qiáng)風(fēng)化泥質(zhì)粉砂巖2525200451504511中風(fēng)化泥質(zhì)粉砂巖2525200451504512換填土19203020281913雜填土121525232321節(jié)點(diǎn)幾何信息編號(hào)坐標(biāo)x(m)坐標(biāo)y(m)19.91-5.50211.91-5.50315.48-7.88429.185.00529.182.00631.382.00731.382.80829.985.00926.912.001032.382.0

3、01131.382.601232.632.601326.521.001452.111.001533.381.001634.231.001727.182.001812.03-5.58194.66-9.002013.22-5.652116.10-7.572227.181.002362.765.002465.305.002574.602.8526-11.32-10.9027-11.32-19.402874.60-19.4029-11.32-17.5030-4.32-17.703129.18-15.703245.18-14.6033-4.32-13.803429.18-11.003545.18-9.6

4、03629.18-10.303747.81-7.333829.18-7.1039-4.32-13.3040-11.32-14.104129.18-7.704245.18-7.8043-11.32-13.604429.18-5.204545.18-4.6046-4.32-10.90472.75-9.004829.18-1.904945.18-1.605013.23-9.005125.40-2.925262.762.005365.302.005474.60-0.155562.76-1.725665.30-1.725774.60-3.865849.02-8.165962.76-3.006065.30

5、-3.006174.60-5.156262.76-8.006365.30-8.006474.60-10.156530.222.00邊坡節(jié)點(diǎn)(注：按照順時(shí)針編號(hào))編號(hào)節(jié)點(diǎn)編號(hào)12624634741951627981795104118122313241425區(qū)域(注：按照逆時(shí)針編號(hào))編號(hào)節(jié)點(diǎn)編號(hào)土層名稱127,28,64,63,62,32,31,30,29強(qiáng)風(fēng)化泥質(zhì)粉砂巖229,30,31,32,62,63,64,61,60,59,58,35,34,33,40卵石土340,33,41,42,58,59,60,61,57,56,55,37,38,39,43粉砂443,39,44,45,52,53,5

6、4,25,24,23,14,49,48,51,21,3,50,19,47,46,26雜填土533,34,35,36粉砂633,36,35,58,42,41換填土739,38,37,55,56,57,54,53,52,45,44粉質(zhì)粘土819,50,3,18,2,1拋石92,18,17,9混凝土1018,3,21,20,13,22,17級(jí)配碎石1120,21,51,48,49,14,16,15,22,13回填土1222,15,10,6,65,5,17干砌塊石135,65,6,11,7,8,4混凝土148,7,11,12,16,14,23回填土156,10,15,16,12,11級(jí)配碎石 考慮水位參數(shù),水位線起點(diǎn)X(m)=0,Y(m)=-12),其它點(diǎn)如下(相對(duì)坐標(biāo))編號(hào)DX(m)DY(m)1001.3 荷載參數(shù)豎向均布力坐標(biāo)x1(m)坐標(biāo)X2(m)均布力Q1(kPa)均布力Q2(kPa)29.18706060計(jì)算結(jié)果按照指定圓心范圍計(jì)算結(jié)果(系數(shù)已考慮安全等級(jí))圓心x(m)圓心y(m)半徑R(m)滑動(dòng)力