基坑c-d段計(jì)算書

1、報(bào)表原始數(shù)據(jù)支護(hù)類型基坑側(cè)壁重要性系數(shù)基坑深度(m)地下水位(m)墻面坡角(度)土釘墻1.609.06.0080.0土層號(hào)厚度重度粘聚力內(nèi)摩擦角摩阻力標(biāo)(m)(kNm^3)(kPa)(度)準(zhǔn)值(kPa)11.5015.0015.0016.0022.0021.2520.0018.0019.0032.0031.3219.5032.5021.0040.0043.3820.0015.0035.0046.0057.5218.0015.0035.0

2、092.00超載序號(hào)超載類型超載值(kPa)距坑邊距離(m)作用寬度(m)距地面深度(m)1118.00土釘?shù)捞?hào)豎向間水平間入射角度超挖深度鉆孔直徑距(m)距(m)(度)(m)(mm)11.501.8015.000.5013022.001.8015.000.5013032.001.8015.000.5013042.001.0015.000.5013052.001.0015.000.50130土釘鋼筋級(jí)別:2土釘規(guī)格：22計(jì)算結(jié)果計(jì)算方法

3、：抗拉計(jì)算計(jì)算步數(shù)破裂面角(度)土釘號(hào)計(jì)算長(zhǎng)度(m)內(nèi)力設(shè)計(jì)值(kN)151.3256.615.9014.00358.516.0014.0025.801.02459.516.0014.0026.001.0235.9016.47559.816.0014.0026.001.0236.0016.4745.9014.77660.116.0014.0026.001.0236.0016.4746.0014.77計(jì)算方法：穩(wěn)定計(jì)算計(jì)算步數(shù)破裂面角(度

4、)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)040.01.003.454.886.73土釘號(hào)計(jì)算長(zhǎng)度(m)內(nèi)力標(biāo)準(zhǔn)值(kN)計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)151.32.0014.1510.6818.74土釘號(hào)計(jì)算長(zhǎng)度(m)內(nèi)力標(biāo)準(zhǔn)值(kN)計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)256.63.8017.8110.7222.46土釘號(hào)計(jì)算長(zhǎng)度(m)剛體

5、截面面積內(nèi)力標(biāo)準(zhǔn)值(kN)15.900.3799.95計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)358.50.3710.921.9712.49土釘號(hào)計(jì)算長(zhǎng)度(m)剛體截面面積內(nèi)力標(biāo)準(zhǔn)值(kN)16.000.3795.6725.800.3772.68計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)459.57.4016.113.8818.62土釘號(hào)計(jì)算長(zhǎng)度(m)剛體截面面積內(nèi)力標(biāo)準(zhǔn)