交刀水庫(kù)邊坡穩(wěn)定計(jì)算

PAGE某水庫(kù)邊坡穩(wěn)定計(jì)算一、正常工況被分析的情況數(shù):1情況數(shù):1邊界線數(shù)=5邊界線上的點(diǎn)數(shù):225410邊界線上的點(diǎn)號(hào):1邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1-80.00045.0002120.00045.000邊界線上的點(diǎn)號(hào):2邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1.00149.000269.63549.000邊界線上的點(diǎn)號(hào):3邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1.00149.000230.00053.000337.00052.500442.00052.200569.63549.000邊界線上的點(diǎn)號(hào):4邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1-80.00049.0002.00149.000321.66858.630422.97359.500邊界線上的點(diǎn)號(hào):5邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1-80.00059.500222.97359.500329.72364.000434.72364.000542.51159.550642.81159.550752.14955.400855.14955.400969.63549.00010120.00049.000線號(hào)和每條線段的斜率是:1.0002.0003.133-.071-.060-.1164.000.444.6675.000.667.000-.571.000-.444.000-.442.000半徑控制區(qū)=1繪圖情況:1滲流情況=1半徑控制區(qū)底部邊界線總數(shù):1圓弧控制區(qū)編號(hào):1半徑減少值=.000每個(gè)半徑控制區(qū)的圓弧數(shù)=6第一圓弧識(shí)別數(shù)=1一個(gè)半徑控制區(qū)內(nèi)每條線包含的邊界線數(shù)=1一個(gè)半徑控制區(qū)內(nèi)每條線的起點(diǎn)號(hào)碼:1一個(gè)半徑控制區(qū)內(nèi)每條線的端點(diǎn)號(hào)碼:2土號(hào).凝聚力.容重.130.00016.70023.600218.75012.60019.270317.15013.00019.5304.000.0009.810地震系數(shù)=.000最高條塊的最小深度=.100水的容重=9.810用簡(jiǎn)化BISHOP法確定安全系數(shù).滲流情況=1搜索條件=0起始條塊數(shù)=10附加圓弧數(shù)=3每條測(cè)壓管線上的點(diǎn)數(shù)=15滲流條件:1測(cè)壓管線點(diǎn)號(hào)及對(duì)應(yīng)的坐標(biāo):1-80.00049.000222.97359.500344.61260.889429.72357.777533.72357.320637.72356.837741.72356.321845.72355.767949.72355.1621053.72354.4921157.72353.7271261.72352.5121363.78551.6001469.63549.00015120.00049.000點(diǎn)1=(34.723,164.000)點(diǎn)2=(34.723,64.000)點(diǎn)3=(134.723,64.000)網(wǎng)格的1點(diǎn)與2點(diǎn)間區(qū)段數(shù)=10網(wǎng)格2點(diǎn)與3點(diǎn)間的區(qū)段數(shù)=10自動(dòng)搜索時(shí)網(wǎng)格X坐標(biāo)的增量XINC=1.000自動(dòng)搜索時(shí)網(wǎng)格Y坐標(biāo)的增量YINC=1.000測(cè)壓管號(hào):1圓心坐標(biāo)(54.723,83.500)半徑=34.084最小安全系數(shù)1.007二、校核工況被分析的情況數(shù):1情況數(shù):1邊界線數(shù)=5邊界線上的點(diǎn)數(shù):225410邊界線上的點(diǎn)號(hào):1邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1-80.00045.0002120.00045.000邊界線上的點(diǎn)號(hào):2邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1.00149.000269.63549.000邊界線上的點(diǎn)號(hào):3邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1.00149.000230.00053.000337.00052.500442.00052.200569.63549.000邊界線上的點(diǎn)號(hào):4邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1-80.00049.0002.00149.000321.66858.630425.59861.250邊界線上的點(diǎn)號(hào):5邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1-80.00061.250225.59861.250329.72364.000434.72364.000542.51159.550642.81159.550752.14955.400855.14955.400969.63549.00010120.00049.000線號(hào)和每條線段的斜率是:1.0002.0003.133-.071-.060-.1164.000.444.6675.000.667.000-.571.000-.444.000-.442.000半徑控制區(qū)=1繪圖情況:1滲流情況=1半徑控制區(qū)底部邊界線總數(shù):1圓弧控制區(qū)編號(hào):1半徑減少值=.000每個(gè)半徑控制區(qū)的圓弧數(shù)=6第一圓弧識(shí)別數(shù)=1一個(gè)半徑控制區(qū)內(nèi)每條線包含的邊界線數(shù)=1一個(gè)半徑控制區(qū)內(nèi)每條線的起點(diǎn)號(hào)碼:1一個(gè)半徑控制區(qū)內(nèi)每條線的端點(diǎn)號(hào)碼:2土號(hào).凝聚力.容重.130.00016.70023.600218.75012.60019.270317.15013.00019.5304.000.0009.810地震系數(shù)=.000最高條塊的最小深度=.100水的容重=9.810用簡(jiǎn)化BISHOP法確定安全系數(shù).滲流情況=1搜索條件=0起始條塊數(shù)=10附加圓弧數(shù)=3每條測(cè)壓管線上的點(diǎn)數(shù)=13滲流條件:1測(cè)壓管線點(diǎn)號(hào)及對(duì)應(yīng)的坐標(biāo):1-80.00061.250225.59861.250327.00060.000429.72359.600533.72359.000637.72358.400741.72357.700845.72357.000949.72356.5171052.14955.4001155.14955.4001269.63549.00013120.00049.000點(diǎn)1=(34.723,164.000)點(diǎn)2=(34.723,64.000)點(diǎn)3=(134.723,64.000)網(wǎng)格的1點(diǎn)與2點(diǎn)間區(qū)段數(shù)=10網(wǎng)格2點(diǎn)與3點(diǎn)間的區(qū)段數(shù)=10自動(dòng)搜索時(shí)網(wǎng)格X坐標(biāo)的增量XINC=1.000自動(dòng)搜索時(shí)網(wǎng)格Y坐標(biāo)的增量YINC=1.000測(cè)壓管號(hào):1圓心坐標(biāo)(57.723,85.250)半徑=36.234最小安全系數(shù)1.030三、驟降工況被分析的情況數(shù):1情況數(shù):1邊界線數(shù)=5邊界線上的點(diǎn)數(shù):225311邊界線上的點(diǎn)號(hào):1邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1-80.00045.0002120.00045.000邊界線上的點(diǎn)號(hào):2邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1.00149.000269.63549.000邊界線上的點(diǎn)號(hào):3邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1.00149.000230.00053.000337.00052.500442.00052.200569.63549.000邊界線上的點(diǎn)號(hào):4邊界線上的點(diǎn)號(hào)對(duì)應(yīng)的坐標(biāo)是:1-800.000049.00002.000149..000334.5500511.0000邊界界線上的點(diǎn)點(diǎn)號(hào):5邊界線上上的點(diǎn)號(hào)對(duì)對(duì)應(yīng)的坐標(biāo)標(biāo)是:1-800.000051.000024.500051..0003321.6668588.6300429..723664.00005344.723364.00006422.511159.55507442.811159..5508852.1149555.4000955..149555.400010699.635549.0000111200.000049.0000線號(hào)號(hào)和每條線線段的斜率率是:1..0002..0003..133-.0771-..060-.11164..000.44455..000.4444..667.0000-..571.0000-..444.0000-..442.0000半徑徑控制區(qū)=11繪圖情況:11滲流情況=1半徑徑控制區(qū)底底部邊界線線總數(shù):1圓弧弧控制區(qū)編編號(hào):11半徑減少少值=..000每個(gè)個(gè)半徑控制制區(qū)的圓弧弧數(shù)=66第一圓弧弧識(shí)別數(shù)=11一個(gè)個(gè)半徑控制制區(qū)內(nèi)每條條線包含的的邊界線數(shù)數(shù)=11一個(gè)個(gè)半徑控制制區(qū)內(nèi)每條條線的起點(diǎn)點(diǎn)號(hào)碼:1一個(gè)個(gè)半徑控制制區(qū)內(nèi)每條條線的端點(diǎn)點(diǎn)號(hào)碼:22土號(hào)號(hào).凝聚力.容重.1300.0000116.700023.66002188.7500112.600019.22703177.1500113.000019.55304.0000.00009.8810地震震系數(shù)=..000最高條塊塊的最小深深度=..100水的的容重=9..810用簡(jiǎn)簡(jiǎn)化BISSHOP法確定安安全系數(shù).滲流流情況=1搜索條件=0