【《土石坝工程的边坡稳定分析计算案例综述》2400字】

土石坝工程的边坡稳定分析计算案例目录TOC\o"1-3"\h\u21399土石坝工程的边坡稳定分析计算案例 VI表1.5正常水位（上游）最低安全系数滑移面信息滑移面号安全系数中心X(m)中心Y(m)半径(m)详细1,1481.777145.72880.9710.7241,0271.762144.38881.9812.402临界1,0161.769144.58881.1711.5711,0051.778144.79880.3710.7411,0041.77142.48883.8314.738图1.1正常水位（下游）表1.6正常水位（下游）最低安全系数滑移面信息滑移面号安全系数中心X(m)中心Y(m)半径(m)详细1,1571.58401.781,073.90299.031,0361.58402.081,084.10308.431,0351.58709.271,544.20859.4681.579456.041,191.50428.59临界571.582441.951,183.30411.05表1.7设计水位（上游）最低安全系数滑移面信息滑移面号安全系数中心X(m)中心Y(m)半径(m)详细1,1601.828148.48879.241.86731,1491.836148.56878.721.34461,1371.806141.59879.798.5837临界1,1261.819141.75879.151.9261,1151.833141.91878.511.2683图1.2设计水位（下游）表1.8设计水位（下游）最低安全系数滑移面信息滑移面号安全系数中心X(m)中心Y(m)半径(m)详细1,1571.58401.781,073.90299.031,0361.58402.081,084.10308.431,0351.58709.271,544.20859.4681.579456.041,191.50428.59临界571.582441.951,183.30411.05表1.9校核水位（上游）最低安全系数滑移面信息滑移面号安全系数中心X(m)中心Y(m)半径(m)详细1,2031.821150.09880.61.827临界1,2021.829148.4883.1210.741,1921.826150.15880.361.58331,1911.836148.52882.8110.4051,1811.831150.21880.121.3395图1.3校核水位（下游）表1.10最低安全系数滑移面信息滑移面号安全系数中心X(m)中心Y(m)半径(m)详细1,2791.558331.94968.31174.351,2781.555394.81,060.30283.81,1581.557335.44976.98183.691,1571.553401.781,073.90299.03临界1,0361.555402.081,084.10308.43表1.11正常水位+地震工况（上游）最低安全系数滑移面信息滑移面号安全系数中心X(m)中心Y(m)半径(m)详细1,2021.557141.28889.5920.361临界1,1911.563141.64888.5819.2851,1801.57142881.5718.2081,0811.563139.32891.3823.0121,0701.569139.68890.3621.935图1.4正常水位+地震工况（下游）表1.12正常水位+地震工况（下游）最低安全系数滑移面信息滑移面号安全系数中心X(m)中心Y(m)半径(m)详细1,2791.336331.94968.31174.351,2781.319394.81,060.30283.81,2771