理正计算结果

附件：理正计算结果1-1剖面计算结果（ZK13）----------------------------------------------------------------------天然放坡支护----------------------------------------------------------------------[基本信息]----------------------------------------------------------------------规范与规程《建筑基坑支护护技术规程程》JGGJ1220-999基坑等级三级基坑侧壁重要性性系数γ00.90基坑深度H(mm)5.500放坡级数1超载个数1----------------------------------------------------------------------[放坡信息]----------------------------------------------------------------------坡号台宽(m)坡高(m)坡度系数10.0005.5001.200----------------------------------------------------------------------[超载信息]----------------------------------------------------------------------超载类型超载值作用深度作用宽度距坑边距形式长度序号(kPa,kN//m)(m)(m)(m)(m)120.000-------------------------------------------------------------------------------------[土层信息]----------------------------------------------------------------------土层数3坑内加固土否内侧降水最终深深度(m)6.500外侧水位深度((m)1.000----------------------------------------------------------------------[土层参数]----------------------------------------------------------------------层号土类名称层厚重度浮重度粘聚力内摩擦角粘聚力内摩擦角(m)(kN/m3)(kN/m3)(kPa)(度)水下(kPa))水下(度)1杂填土2.1017.57.510.0010.0010.0010.002粘性土3.4018.58.520.0016.0020.0016.003粘性土8.0018.08.016.0012.0016.0012.00----------------------------------------------------------------------[设计结果]--------------------------------------------------------------------------------------------------------------------------------------------[整体稳定验算]----------------------------------------------------------------------天然放坡计算条件:计算方法：瑞典条分法应力状态：总应力法基坑底面以下的截止计算深度:0.00m基坑底面以下滑裂面搜索步长:5.00m条分法中的土条宽度:1.00m天然放坡计算结果:道号整体稳定半径圆心坐标圆心坐标安全系数R(m)Xc(m)Yc(m)11.5751.5005.9535.89421.3665.4873.7568.87731.3297.5872.5907.1312-2剖面计算结果（ZK10）----------------------------------------------------------------------[支护方案]----------------------------------------------------------------------天然放坡支护----------------------------------------------------------------------[基本信息]----------------------------------------------------------------------规范与规程《建筑基坑支护护技术规程程》JGGJ1220-999基坑等级三级基坑侧壁重要性性系数γ00.90基坑深度H(mm)7.200放坡级数1超载个数1----------------------------------------------------------------------[放坡信息]----------------------------------------------------------------------坡号台宽(m)坡高(m)坡度系数10.0007.2001.200----------------------------------------------------------------------[超载信息]----------------------------------------------------------------------超载类型超载值作用深度作用宽度距坑边距形式长度序号(kPa,kN//m)(m)(m)(m)(m)112.000-------------------------------------------------------------------------------------[土层信息]----------------------------------------------------------------------土层数3坑内加固土否内侧降水最终深深度(m)8.200外侧水位深度((m)1.000----------------------------------------------------------------------[土层参数]----------------------------------------------------------------------层号土类名称层厚重度浮重度粘聚力内摩擦角粘聚力内摩擦角(m)(kN/m3)(kN/m3)(kPa)(度)水下(kPa))水下(度)1杂填土2.9017.57.510.0010.0010.0010.002粘性土2.5018.58.520.0016.0020.0016.003粘性土6.0019.09.026.0020.0026.0020.00----------------------------------------------------------------------[设计结果]--------------------------------------------------------------------------------------------------------------------------------------------[整体稳定验算]----------------------------------------------------------------------天然放坡计算条件:计算方法：瑞典条分法应力状态：总应力法基坑底面以下的截止计算深度:0.00m基坑底面以下滑裂面搜索步长:5.00m条分法中的土条宽度:1.00m天然放坡计算结果:道号整体稳定半径圆心坐标圆心坐标安全系数R(m)Xc(m)Yc(m)12.0771.5007.9937.59421.3377.7535.11412.05231.50412.3811.93314.17941.54713.891-0.17413.8903-3剖面计算结果（ZK8）----------------------------------------------------------------------天然放坡支护----------------------------------------------------------------------[基本信息]----------------------------------------------------------------------规范与规程《建筑基坑支护护技术规程程》JGGJ1220-999基坑等级三级基坑侧壁重要性性系数γ00.90基坑深度H(mm)5.200放坡级数1超载个数1----------------------------------------------------------------------[放坡信息]----------------------------------------------------------------------坡号台宽(m)坡高(m)坡度系数10.0005.2001.200----------------------------------------------------------------------[超载信息]----------------------------------------------------------------------超载类型超载值作用深度作用宽度距坑边距形式长度序号(kPa,kN//m)(m)(m)(m)(m)120.000-------------------------------------------------------------------------------------[土层信息]----------------------------------------------------------------------土层数3坑内加固土否内侧降水最终深深度(m)6.200外侧水位深度((m)1.000----------------------------------------------------------------------[土层参数]--------------------------------------------------------------------------------------层号土类名称层厚重度浮重度粘聚力内摩擦角粘聚力内摩擦角(m)(kN/m3)(kN/m3)(kPa)(度)水下(kPa))水下(度)1杂填土0.4017.5---10.0010.00------2粘性土3.6018.58.520.0016.0020.0016.003粘性土6.0018.08.016.0012.0016.0012.00--------------------------------------------------------------------------------------[设计结果]----------------------------------------------------------------------------------------------------------------------------------------------------------------------------[整体稳定验验算]--------------------------------------------------------------------------------------天然放坡计算条条件:计算方法：瑞典典条分法应力状态：总应应力法基坑底面以下的的截止计算算深度:0.000m基坑底面以下滑滑裂面搜索索步长:5.000m条分法中的土条条宽度:1.000m天然放坡计算结结果:道号整体稳定半径圆心坐标圆心坐标安全系数R(m)Xc(m)Yc(m)12.1932.0715.5176.85722.8892.2915.1466.48931.6016.0003.6516.77841.3318.2322.2327.9234-4剖面计算算结果（ZK2）--------------------------------------------------------------------------------------[支护方案]--------------------------------------------------------------------------------------天然放坡支护--------------------------------------------------------------------------------------[基本信息]--------------------------------------------------------------------------------------规范与规程《建筑基坑支护护技术规程程》JGGJ1220-999基坑等级三级基坑侧壁重要性性系数γ00.90基坑深度H(mm)2.400放坡级数1超载个数1--------------------------------------------------------------------------------------[放坡信息]--------------------------------------------------------------------------------------坡号台宽(m)坡高(m)坡度系数10.0002.4001.200--------------------------------------------------------------------------------------[超载信息]--------------------------------------------------------------------------------------超载类型超载值作用深度作用宽度距坑边距形式长度序号(kPa,kN//m)(m)(m)(m)(m)120.000-----------------------------------------------------------------------------------------------------[土层信息]--------------------------------------------------------------------------------------土层数2坑内加固土否内侧降水最终深深度(m)3.400外侧水位深度((m)1.000--------------------------------------------------------------------------------------[土层参数]--------------------------------------------------------------------------------------层号土类名称层厚重度浮重度粘聚力内摩擦角粘聚力内摩擦角(m)(kN/m3)(kN/m3)(kPa)(度)水下(kPa))水下(度)1杂填土1.6017.57.510.0010.0010.0010.002粘性土4.0018.58.520.0016.0020.0016.00--------------------------------------------------------------------------------------[设计结果]----------------------------------------------------------------------------------------------------------------------------------------------------------------------------[整体稳定验验算]--------------------------------------------------------------------------------------天然放坡计算条条件:计算方法：瑞典典条分法应力状态：总应应力法基坑底面以下的的截止计算算深度:0.000m基坑底面以下滑滑裂面搜索索步长:5.000m条分法中的土条条宽度:1.000m天然放坡计算结结果:道号整体稳定半径圆心坐标圆心坐标安全系数R(m)Xc(m)Yc(m)11.5751.5002.2332.79421.5333.4481.0484.24731.8916.610-0.0966.6095-5剖面计算算结果（ZK1）--------------------------------------------------------------------------------------[支护方案]--------------------------------------------------------------------------------------天然放坡支护--------------------------------------------------------------------------------------[基本信息]--------------------------------------------------------------------------------------规范与规程《建筑基坑支护护技术规程程》JGGJ1220-999基坑等级三级基坑侧壁重要性性系数γ00.90基坑深度H(mm)3.350放坡级数1超载个数1--------------------------------------------------------------------------------------[放坡信息]--------------------------------------------------------------------------------------坡号台宽(m)坡高(m)坡度系数10.0003.3501.200--------------------------------------------------------------------------------------[超载信息]--------------------------------------------------------------------------------------超载类型超载值作用深度作用宽度距坑边距形式长度序号(kPa,kN//m)(m)(m)(m)(m)120.000-----------------------------------------------------------------------------------------------------[土层信息]---------------------------------------------------------------------