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土层名称侧阻力端阻力顶面标高土层深度进入1淤泥质素填土004.373.373.372--2淤泥质粉质粘土228517.157.152--3粉质粘土3095-6.15553--1粉细砂40160-11.159.59.53--2粉细砂60210-20.6513.364粉细砂68240-33.9505--1中粗砂80450-33.958.75--2中粗砂混卵砾石100550-42.6513.77--1强风化泥质粉砂岩120400-56.353.87--2中风化泥质粉砂岩2501800-60.15单桩承载力101.0吨是否持力层桩承载力桩径0.60桩周长1.8840296.3532桩端面积0.28260282.6侧阻挤土效应系数10715.92桩端闭塞效应系数0.801725.716860进入持力层深度600hd/ds1000000002020.59土层名称侧阻力端阻力进入土层深度桩承载力1杂填土0002亚粘土4010003淤泥质亚粘土206504亚粘土4515005粘土752601014136含砾粘土7023007断层破碎带12035008泥质粉砂岩:强风化9028008.1泥质粉砂岩:中风化120100009砾岩:强风化16090009.1砾岩:中风化4002500010粗安岩:强风化150800010.1粗安岩:中风化350200001413单桩承载力59.9吨桩径0.6桩周长1.884桩端面积0.2826侧阻挤土效应系数1桩端闭塞效应系数0进入持力层深度0hd/ds0抗底系数0.7桩径0.6壁厚0.012弹性模量200000桩入土深度10I0.000958EI191.6832m6地基土水平抗力系数的比例系数b01.26alph0.523827桩水平变形系数桩换算埋深5.238266vx0.94桩顶水平位移系数0.01桩顶容许水平位移293.102单桩水平承载力29.3吨土层名称侧阻力端阻力顶面标高土层深度1素填土：松软00-0.3802淤泥质粉质粘土：流塑2065-0.386.53粉质粘土：可塑75210-6.8804粉土：中密35130-6.8805粉质粘土：软塑30120-6.8886--1粘土：硬塑80230-14.8806--2粉质粘土：可塑50180-14.888.77碎石土：稍-中密120400-23.5888--1砾岩：强风化160500-31.588--2砾岩：中风化4002500单桩承载力91.9吨2618.0191565.375进入是否持力层桩承载力桩径0.600桩周长1.88406.5244.92桩端面积0.2826000侧阻挤土效应系数1000桩端闭塞效应系数008452.16000进入持力层深度008.7819.54hd/ds001.42321.0336000001837.65361.884202.1480.63521.8843013.9785.6281.884506.2584.041.88412051130.40129.035164.7525223.725223.732.830158.256158.2711.740881.712881.713.155321.222321.229.950932.58932.582.160237.384237.382.8570375.858375.86