單樁承載力特征值計算表

1、單樁承載力特征值計算鉆孔地層名稱分層厚度樁凈長樁側(cè)阻力特征值樁端阻力特征值樁端截面面積樁身周長編號l/miL/mq/kPasaq/kPapaA/m2pu/mp素填土0.6012粉砂3.5011淤泥6.507ZK-1粉質(zhì)粘土8.5025.00270.12561.256淤泥質(zhì)粉質(zhì)粘土3.8012細(xì)砂2.10272700素填土0.6012粉砂4.6011淤泥5.607ZK-2粉質(zhì)粘土6.9025.00270.12561.256淤泥質(zhì)粉質(zhì)粘土4.5012細(xì)砂2.80272700素填土0.7012粉砂4.4011淤泥5.707ZK-3粉質(zhì)粘土6.6025.00270.12561.256淤泥質(zhì)粉質(zhì)粘土4.

2、7012細(xì)砂2.90272700素填土0.7012粉砂4.3011淤泥5.607ZK-4粉質(zhì)粘土8.3025.00270.12561.256淤泥質(zhì)粉質(zhì)粘土3.9012細(xì)砂2.20272700素填土0.7012粉砂4.3011淤泥5.907ZK-5粉質(zhì)粘土6.1025.00270.12561.256淤泥質(zhì)粉質(zhì)粘土5.6012細(xì)砂2.40272700素填土0.6012粉砂4.4011淤泥8.107ZK-6粉質(zhì)粘土5.7025.00270.12561.256ZK-6淤泥質(zhì)粉質(zhì)粘土細(xì)砂25.0027000.12561.2564.002.201227素填土0.6012粉砂5.8011淤泥2.407ZK-

3、7粉質(zhì)粘土12.1030.00270.12561.256淤泥質(zhì)粉質(zhì)粘土7.1012細(xì)砂2.00272700素填土0.7012粉砂4.9011淤泥7.407ZK-8粉質(zhì)粘土6.1025.00270.12561.256淤泥質(zhì)粉質(zhì)粘土3.9012細(xì)砂2.00272700素填土0.6012粉砂4.2011ZK-9淤泥7.707（站I-S-.、粉質(zhì)粘土5.3025.00270.12561.256房）淤泥質(zhì)粉質(zhì)粘土5.0012細(xì)砂2.20272700素填土0.2012ZK-9A粉砂淤泥4.207.70117（油粉質(zhì)粘土5.3025.00270.12561.256棚）淤泥質(zhì)粉質(zhì)粘土5.0012細(xì)砂2.602

4、72700素填土0.0012ZK-9B（油粉砂淤泥1.407.70117粉質(zhì)粘土5.3023.00270.12561.256罐）淤泥質(zhì)粉質(zhì)粘土5.0012細(xì)砂3.60272700700qxpauEpR/kNApqlsiaia339.12531.288870.41339.12518.6024857.72339.12514.4576853.58339.12534.0512873.17339.12494.4872833.61339.12469.2416808.36實際取值Ra/kN700700700700700339.12469.2416808.36700339.12464.2176803.34700339.12469.2416808.36700339.12464.2176803.34700339.12695.44721034.670033