试题与答案

46~49 (1)某群桩基础的平面、剖面和地基土层分布情况如题46~49图所示。(2

题型:单项选择题

题目:

46~49 (1)某群桩基础的平面、剖面和地基土层分布情况如题46~49图所示。

(2)地质情况:①杂填土:其重度了γ=17.8kN/m3;②淤泥质土:其重度γ=17.8kN/m3,桩的极限侧阻力标准值qsik=20kPa,属高灵敏度软土;③黏土:其重度γ=19.5kN/m3,桩的极限侧阻力标准值qsik=60kPa,极限端阻力标准值gpk=2700kPa,土的压缩模量Es1=8.0 MPa;④淤泥质土:地基承载力标准值fk=70kPa,压缩模量Es2=1.6MPa,在桩长深度范围内各土层的加权平均土层极限摩擦力qs=12kPa。

(3)作用于桩基承台顶面的竖向力设计值F=3600kN,桩基承台和承台上土自重设计值G =480kN。本桩基安全等级为二级。

基桩竖向承载力设计值R最接近下列()项数值。

A.455.57kN

B.483.18kN

C.630kN

D.763.65kN

答案:

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