和泽家园小学工程地质勘察报告（直接详勘）

和泽家园小学工程地质勘察报告（直接详勘）和泽家园小学目录TOC\o"1-2"\h\u1前言 ⑽施工时加强基础验槽，遇与地勘报告不符的异常情况及时通知设计及勘察方到场共同解决。附表：边坡稳定性计算表根据边坡稳定性定性评价，场地整平后形成的环境边坡HP4和基坑边坡BP19开挖后可能沿结构面（原地面线）整体滑移破坏，需进行稳定性计算，过程如下：【计算公式】1.环境边坡HP4和基坑边坡BP19稳定性计算【计算简图】【计算结果】和泽家园小学环境边坡HP4和基坑边坡BP19（15—15′剖面）（工况1：自重+地表荷载）稳定性及剩余下滑力计算表块号天然重度(kN/m3)饱和重度(kN/m3)条块面积

(m2)水上面积(m2)浸润面积

(m2)地表荷载(kN/m)条块重量（kN/m）滑面长（m）滑面倾角（°）内聚力（KPa）内摩擦角（°）水下高度hb水下高度ha静水压力孔隙压力下滑力（KN/m）累积下滑力（KN/m）抗滑力（KN/m）累积抗滑力（KN/m）传递系数稳定系数安全系数剩余下滑力（KN/m）119.5019.8013.3013.300.000.00259.3510.8732.000.0028.000000137.43137.43116.94116.941.00000.8511.2554.85219.5019.8018.3018.300.000.00356.855.6032.000.0028.000000189.10326.54160.91277.850.93890.8511.25130.32319.5019.8026.3026.300.000.00512.857.3026.000.0028.000000224.82531.42245.09505.981.00000.9521.25158.29419.5019.8039.2039.200.000.00764.407.2026.000.0028.000000335.09866.51365.30871.280.81471.0061.25211.85519.5019.8026.1426.140.000.00509.735.7010.000.0028.00000088.51794.46266.91976.750.93891.2291.2516.33619.5019.8027.7027.700.000.00540.154.804.000.0028.00000037.68783.63286.501203.610.99761.5361.250.00和泽家园小学环境边坡HP4和基坑边坡BP19（15—15′剖面）（工况2：自重+暴雨）稳定性及剩余下滑力计算表块号天然重度(kN/m3)饱和重度(kN/m3)条块面积

(m2)水上面积(m2)浸润面积

(m2)地表荷载(kN/m)条块重量（kN/m）滑面长（m）滑面倾角（°）内聚力（KPa）内摩擦角（°）水下高度hb水下高度ha静水压力孔隙压力下滑力（KN/m）累积下滑力（KN/m）抗滑力（KN/m）累积抗滑力（KN/m）传递系数稳定系数安全系数剩余下滑力（KN/m）119.5019.8013.3013.300.000.00263.3410.8732.000.0023.000000139.55139.5594.8094.801.00000.6791.2579.64219.5019.8018.3018.300.000.00362.345.6032.000.0023.000000192.01331.56130.43225.230.95020.6791.25189.22319.5019.8026.3026.300.000.00520.747.3026.000.0023.000000228.28543.31198.67412.671.00000.7601.25266.46419.5019.8039.2039.200.000.00776.167.2026.000.0023.000000340.25883.56296.12708.790.84430.8021.25395.66519.5019.8026.1426.140.000.00517.575.7010.000.0023.00000089.88835.83216.36814.760.95020.9751.25230.02619.5019.8027.7027.700.000.00548.464.804.000.0023.00000038.26832.42232.241006.390.99761.2091.2534.14基坑边坡BP16和环境边坡HP2稳定性计算【计算简图】【计算结果】和泽家园小学环境边坡BP16和环境边坡HP2（7—7′剖面）（工况1：自重+地表荷载）稳定性及剩余下滑力计算表块号天然重度(kN/m3)饱和重度(kN/m3)条块面积

(m2)水上面积(m2)浸润面积

(m2)地表荷载(kN/m)条块重量（kN/m）滑面长（m）滑面倾角（°）内聚力（KPa）内摩擦角（°）水下高度hb水下高度ha静水压力孔隙压力下滑力（KN/m）累积下滑力（KN/m）抗滑力（KN/m）累积抗滑力（KN/m）传递系数稳定系数安全系数剩余下滑力（KN/m）119.5019.8013.1013.100.000.00255.459.4033.000.0028.000000139.13139.13113.91113.911.00000.8191.2560.00219.5019.8023.0023.000.000.00448.506.2633.000.0028.000000244.27383.40200.00313.910.56630.8191.25165.34319.5019.8019.6019.600.000.00382.203.631.000.0028.0000006.67223.78203.19380.951.00001.7021.250.00419.5019.8014.1014.100.000.00274.952.6325.000.0028.000000116.20339.98132.50513.451.00001.5101.250.00519.5019.8012.4612.460.000.00242.976.4225.000.0028.000000102.68442.67117.09630.530.90631.4241.250.00和泽家园小学环境边坡BP16和环境边坡HP2（7—7′剖面）（工况2：自重+暴雨）稳定性及剩余下滑力计算表块号天然重度(kN/m3)饱和重度(kN/m3)条块面积

(m2)水上面积(m2)浸润面积

(m2)地表荷载(kN/m)条块重量（kN/m）滑面长（m）滑面倾角（°）内聚力（KPa）内摩擦角（°）水下高度hb水下高度ha静水压力孔隙压力下滑力（KN/m）累积下滑力（KN/m）抗滑力（KN/m）累积抗滑力（KN/m）传递系数稳定系数安全系数剩余下滑力（KN/m）119.5019.8013.1013.100.000.00259.389.4033.000.0023.000000141.27141.2792.3492.341.00000.6541.2584.25219.5019.8023.0023.000.000.00455.406.2633.000.0023.000000248.03389.30162.12254.460.62310.6541.25232.16319.5019.8019.6019.600.000.00388.083.631.000.0023.0000006.77249.35164.71323.261.00001.2961.250.00419.5019.8014.1014.100.000.00279.182.63