单桩承载力特征值计算表
钻孔
编号
地层名称分层厚度l i /m 桩净长L /m 桩侧阻力特征值q sa /kPa 桩端阻力特征值q pa /kPa 桩端截面面积A p /m 2桩身周长u p /m 素填土0.6012粉砂 3.5011淤泥
6.507粉质粘土
8.5027淤泥质粉质粘土 3.8012细砂
2.10272700
素填土0.6012粉砂 4.6011淤泥
5.607粉质粘土
6.9027淤泥质粉质粘土 4.5012细砂
2.80272700
素填土0.7012粉砂 4.4011淤泥
5.707粉质粘土
6.6027淤泥质粉质粘土 4.7012细砂
2.90272700
素填土0.7012粉砂 4.3011淤泥
5.607粉质粘土
8.3027淤泥质粉质粘土 3.9012细砂
2.20272700
素填土0.7012粉砂 4.3011淤泥
5.907粉质粘土
6.1027淤泥质粉质粘土 5.6012细砂
2.40272700
素填土0.6012粉砂 4.4011淤泥
8.107粉质粘土
5.70
27
ZK-625.000.1256
1.256
ZK-525.000.1256
1.256
ZK-425.000.1256
1.256
ZK-325.000.1256
1.256
ZK-225.00
0.1256
1.256
单桩承载力特征值计算
ZK-125.000.1256 1.256
淤泥质粉
质粘土
4.0012
细砂 2.20272700
素填土0.6012
粉砂 5.8011
淤泥 2.407
粉质粘土12.1027
淤泥质粉
质粘土
7.1012
细砂 2.00272700素填土0.7012
粉砂 4.9011
淤泥7.407
粉质粘土 6.1027
淤泥质粉
质粘土
3.9012
细砂 2.00272700
素填土0.6012
粉砂 4.2011
淤泥7.707
粉质粘土 5.3027
淤泥质粉
质粘土
5.0012
细砂 2.20272700素填土0.2012
粉砂 4.2011
淤泥7.707
粉质粘土 5.3027
淤泥质粉
质粘土
5.0012
细砂 2.60272700
素填土0.0012
粉砂 1.4011
淤泥7.707
粉质粘土 5.3027
淤泥质粉
质粘土
5.0012
细砂 3.602727001.256
ZK-
9A
（油
棚）
25.000.1256 1.256 ZK-
9B （油罐）23.000.1256
ZK-825.000.1256 1.256 ZK-9
（站房）25.000.1256 1.256
ZK-730.000.1256 1.256 ZK-625.000.1256 1.256
q pa ×A p u p ∑q sia l i R a /kN
实际取值
R a /kN
700
700
700
700
700
700
808.36339.12469.2416873.17339.12494.4872833.61339.12534.0512857.72339.12514.4576853.58339.12518.6024339.12531.288870.41
700
700
700
700
700
700
803.59339.12472.0048811.12339.12476.7776815.9339.12464.4688339.12464.2176803.34808.36339.12695.44721034.6339.12469.2416