松山湖某公寓某樓基坑支護(hù)工程設(shè)計(jì)計(jì)算書

附件：理正計(jì)算結(jié)果1-1剖面計(jì)算結(jié)果（ZK13）----------------------------------------------------------------------天然放坡支護(hù)----------------------------------------------------------------------[基本信息]----------------------------------------------------------------------規(guī)范與規(guī)程《建筑基坑支護(hù)技術(shù)規(guī)程》JGJ120-99基坑等級三級基坑側(cè)壁重要性系數(shù)γ00.90基坑深度H(m)5.500放坡級數(shù)1超載個數(shù)1----------------------------------------------------------------------[放坡信息]----------------------------------------------------------------------坡號臺寬(m)坡高(m)坡度系數(shù)10.0005.5001.200----------------------------------------------------------------------[超載信息]----------------------------------------------------------------------超載類型超載值作用深度作用寬度距坑邊距形式長度序號(kPa,kN/m)(m)(m)(m)(m)120.000-------------------------------------------------------------------------------------[土層信息]----------------------------------------------------------------------土層數(shù)3坑內(nèi)加固土否內(nèi)側(cè)降水最終深度(m)6.500外側(cè)水位深度(m)1.000----------------------------------------------------------------------[土層參數(shù)]----------------------------------------------------------------------層號土類名稱層厚重度浮重度粘聚力內(nèi)摩擦角粘聚力內(nèi)摩擦角(m)(kN/m3)(kN/m3)(kPa)(度)水下(kPa)水下(度)1雜填土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----------------------------------------------------------------------[設(shè)計(jì)結(jié)果]--------------------------------------------------------------------------------------------------------------------------------------------[整體穩(wěn)定驗(yàn)算]----------------------------------------------------------------------天然放坡計(jì)算條件:計(jì)算方法：瑞典條分法應(yīng)力狀態(tài)：總應(yīng)力法基坑底面以下的截止計(jì)算深度:0.00m基坑底面以下滑裂面搜索步長:5.00m條分法中的土條寬度:1.00m天然放坡計(jì)算結(jié)果:道號整體穩(wěn)定半徑圓心坐標(biāo)圓心坐標(biāo)安全系數(shù)R(m)Xc(m)Yc(m)11.5751.5005.9535.89421.3665.4873.7568.87731.3297.5872.5907.1312-2剖面計(jì)算結(jié)果（ZK10）----------------------------------------------------------------------[支護(hù)方案]----------------------------------------------------------------------天然放坡支護(hù)----------------------------------------------------------------------[基本信息]----------------------------------------------------------------------規(guī)范與規(guī)程《建筑基坑支護(hù)技術(shù)規(guī)程》JGJ120-99基坑等級三級基坑側(cè)壁重要性系數(shù)γ00.90基坑深度H(m)7.200放坡級數(shù)1超載個數(shù)1----------------------------------------------------------------------[放坡信息]----------------------------------------------------------------------坡號臺寬(m)坡高(m)坡度系數(shù)10.0007.2001.200----------------------------------------------------------------------[超載信息]----------------------------------------------------------------------超載類型超載值作用深度作用寬度距坑邊距形式長度序號(kPa,kN/m)(m)(m)(m)(m)112.000-------------------------------------------------------------------------------------[土層信息]----------------------------------------------------------------------土層數(shù)3坑內(nèi)加固土否內(nèi)側(cè)降水最終深度(m)8.200外側(cè)水位深度(m)1.000----------------------------------------------------------------------[土層參數(shù)]----------------------------------------------------------------------層號土類名稱層厚重度浮重度粘聚力內(nèi)摩擦角粘聚力內(nèi)摩擦角(m)(kN/m3)(kN/m3)(kPa)(度)水下(kPa)水下(度)1雜填土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----------------------------------------------------------------------[設(shè)計(jì)結(jié)果]--------------------------------------------------------------------------------------------------------------------------------------------[整體穩(wěn)定驗(yàn)算]----------------------------------------------------------------------天然放坡計(jì)算條件:計(jì)算方法：瑞典條分法應(yīng)力狀態(tài)：總應(yīng)力法基坑底面以下的截止計(jì)算深度:0.00m基坑底面以下滑裂面搜索步長:5.00m條分法中的土條寬度:1.00m天然放坡計(jì)算結(jié)果:道號整體穩(wěn)定半徑圓心坐標(biāo)圓心坐標(biāo)安全系數(shù)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剖面計(jì)算結(jié)果（ZK8）----------------------------------------------------------------------天然放坡支護(hù)----------------------------------------------------------------------[基本信息]----------------------------------------------------------------------規(guī)范與規(guī)程《建筑基坑支護(hù)技術(shù)規(guī)程》JGJ120-99基坑等級三級基坑側(cè)壁重要性系數(shù)γ00.90基坑深度H(m)5.200放坡級數(shù)1超載個數(shù)1----------------------------------------------------------------------[放坡信息]----------------------------------------------------------------------坡號臺寬(m)坡高(m)坡度系數(shù)10.0005.2001.200----------------------------------------------------------------------[超載信息]----------------------------------------------------------------------超載類型超載值作用深度作用寬度距坑邊距形式長度序號(kPa,kN/m)(m)(m)(m)(m)120.000-------------------------------------------------------------------------------------[土層信息]----------------------------------------------------------------------土層數(shù)3坑內(nèi)加固土否內(nèi)側(cè)降水最終深度(m)6.200外側(cè)水位深度(m)1.000----------------------------------------------------------------------[土層參數(shù)]----------------------------------------------------------------------層號土類名稱層厚重度浮重度粘聚力內(nèi)摩擦角粘聚力內(nèi)摩擦角(m)(kN/m3)(kN/m3)(kPa)(度)水下(kPa)水下(度)1雜填土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----------------------------------------------------------------------[設(shè)計(jì)結(jié)果]--------------------------------------------------------------------------------------------------------------------------------------------[整體穩(wěn)定驗(yàn)算]----------------------------------------------------------------------天然放坡計(jì)算條件:計(jì)算方法：瑞典條分法應(yīng)力狀態(tài)：總應(yīng)力法基坑底面以下的截止計(jì)算深度:0.00m基坑底面以下滑裂面搜索步長:5.00m條分法中的土條寬度:1.00m天然放坡計(jì)算結(jié)果:道號整體穩(wěn)定半徑圓心坐標(biāo)圓心坐標(biāo)安全系數(shù)R(m)Xc(m)Yc(m)12.1932.0715.5176.85722.8892.2915.1466.48931.6016.0003.6516.77841.3318.2322.2327.9234-4剖面計(jì)算結(jié)果（ZK2）----------------------------------------------------------------------[支護(hù)方案]----------------------------------------------------------------------天然放坡支護(hù)----------------------------------------------------------------------[基本信息]----------------------------------------------------------------------規(guī)范與規(guī)程《建筑基坑支護(hù)技術(shù)規(guī)程》JGJ120-99基坑等級三級基坑側(cè)壁重要性系數(shù)γ00.90基坑深度H(m)2.400放坡級數(shù)1超載個數(shù)1----------------------------------------------------------------------[放坡信息]----------------------------------------------------------------------坡號臺寬(m)坡高(m)坡度系數(shù)10.0002.4001.200----------------------------------------------------------------------[超載信息]----------------------------------------------------------------------超載類型超載值作用深度作用寬度距坑邊距形式長度序號(kPa,kN/m)(m)(m)(m)(m)120.000-------------------------------------------------------------------------------------[土層信息]----------------------------------------------------------------------土層數(shù)2坑內(nèi)加固土否內(nèi)側(cè)降水最終深度(m)3.400外側(cè)水位深度(m)1.000----------------------------------------------------------------------[土層參數(shù)]----------------------------------------------------------------------層號土類名稱層厚重度浮重度粘聚力內(nèi)摩擦角粘聚力內(nèi)摩擦角(m)(kN/m3)(kN/m3)(kPa)(度)水下(kPa)水下(度)1雜填土1.6017.57.510.0010.0010.0010.002粘性土4.0018.58.520.0016.0020.0016.00----------------------------------------------------------------------[設(shè)計(jì)結(jié)果]--------------------------------------------------------------------------------------------------------------------------------------------[整體穩(wěn)定驗(yàn)算]----------------------------------------------------------------------天然放坡計(jì)算條件:計(jì)算方法：瑞典條分法應(yīng)力狀態(tài)：總應(yīng)力法基坑底面以下的截止計(jì)算深度:0.00m基坑底面以下滑裂面搜索步長:5.00m條分法中的土條寬度:1.00m天然放坡計(jì)算結(jié)果:道號整體穩(wěn)定半徑圓心坐標(biāo)圓心坐標(biāo)安全系數(shù)R(m)Xc(m)Yc(m)11.5751.5002.2332.79421.5333.4481.0484.24731.8916.610-0.0966.6095-5剖面計(jì)算結(jié)果（ZK1）----------------------------------------------------------------------[支護(hù)方案]----------------------------------------------------------------------天然放坡支護(hù)----------------------------------------------------------------------[基本信息]----------------------------------------------------------------------規(guī)范與規(guī)程《建筑基坑支護(hù)技術(shù)規(guī)程》JGJ120-99基坑等級三級基坑側(cè)壁重要性系數(shù)γ00.90基坑深度H(m)3.350放坡級數(shù)1超載個數(shù)1----------------------------------------------------------------------[放坡信息]----------------------------------------------------------------------坡號臺寬(m)坡高(m)坡度系數(shù)10.0003.3501.200----------------------------------------------------------------------[超載信息]----------------------------------------------------------------------超載類型超載值作用深度作用寬度距坑邊距形式長度序號(kPa,kN/m)(m)(m)(m)(m)120.000-------------------------------------------------------------------------------------[土層信息]----------