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桩基础按m法的计算（JTJ024-85）工程名称Key-inTitle计算内容Key-inJobNo.制表时间########12:20AM注释Key-inRemarksifany设计Key-inNameofDesigner基于桥梁博士用户输入土的参数1.5mC30Mpa5m30000Mpah13mm110000kN/m4h22mm210000kN/m4h30mm310000kN/m4h40mm410000kN/m4h50mm50kN/m4Ra10kPac01-312500kN/m3Ra20kPac02-312500kN/m3Ra30kPac03-312500kN/m3Ra40kPac04-312500kN/m3Ra50kPac05-312500kN/m310000kN/m30.248505m4单排桩2.25m0m0m20mq10kN/mq20kN/mq30kN/mq40kN/m水平力H500kN竖向力P2000kN总弯矩M300kN.m4994948kN.m210000kN/m30.339411/m4994948kN.m2基础计算宽度b1土层上桩长h1土层之上荷载集度q柱顶荷载墩高h2入土桩长h混凝土强度等级弹性模量Ec惯性矩I桩径dhmhimmiRjac0刚度比EI'/EI1换算刚度0.67EI地基系数m基础变形系数α桥墩刚度EI'多排桩1.95m15.6m7.5m3m2n4994948kN.m210000kN/m30.329841/m0.499941/m1.76715m²53014376KN20°35m15.904313m²0.5m²δp3.73E-07m/kNθp1.61E-08rad/kNδm1.61E-08m/kNθm5.7E-09rad/kNδN3.19E-08m/kNL5.649m0.016567A2.951m²I0.765m³0.016921C4.621mb1.674mh1.763m纵向桩根数0.6换算刚度0.67EI地基系数m基础变形系数α单桩面积基础计算宽度b1桩埋入深度h1桩间相互影响系数0.866666667纵向桩净距L1KC单桩EA土平均内摩擦角A0桩长b'桩基础按m法的计算（JTJ024-85）工程名称Key-inTitle计算内容Key-inJobNo.制表时间########12:20AM注释Key-inRemarksifany设计Key-inNameofDesigner基于桥梁博士用户输入土的参数2mC30Mpa6m30000Mpah16mm13000kN/m4h20mm210000kN/m4h30mm310000kN/m4h40mm410000kN/m4h50mm50kN/m4Ra10kPac01-312500kN/m3Ra20kPac02-312500kN/m3Ra30kPac03-312500kN/m3Ra40kPac04-312500kN/m3Ra50kPac05-312500kN/m33000kN/m30.785398m4单排桩2.7m0m0m20mq10kN/mq20kN/mq30kN/mq40kN/m水平力H500kN竖向力P2000kN总弯矩M300kN.m15786503kN.m23000kN/m30.219811/m15786503kN.m2刚度比EI'/EI1换算刚度0.67EI地基系数m基础变形系数α桥墩刚度EI'墩高h2入土桩长h土层之上荷载集度q柱顶荷载m惯性矩I基础计算宽度b1土层上桩长h1桩径d混凝土强度等级hm弹性模量EchimiRjac0多排桩2.02m9m2m2n15786503kN.m23000kN/m30.207411/m3.14159m²94247780KN20°35m12.57m²0.5m²2.1038mδp2.1E-06m/kN8δp0.1238radθp1.24E-07rad/kN8θp0.1238mδm1.24E-07m/kN8δm0.0441radθm4.41E-08rad/kN8θmN0.2549mδN2.55E-07m/kN8δNL5.615mLA0.367m²AI0.140m³IC4.647mCb0.172mbh2.139mh桩长A0KC基础变形系数α单桩面积单桩EA土平均内摩擦角b'0.6换算刚度0.67EI地基系数m桩间相互影响系数0.748148148纵向桩净距L1纵向桩根数基础计算宽度b1桩埋入深度h1PM2.63E-07m/kN1.55E-08rad/kN1.55E-08m/kN5.51E-09rad/kN3.19E-08m/kN5.615m2.937m²1.120m³4.647m1.373m2.139m桩基础按m法的计算（JTGD63-2007）工程名称Key-inTitle计算内容Key-inJobNo.制表时间12/Nov/2012:20AM注释Key-inRemarksifany设计Key-inNameofDesigner基于桥梁博士用户输入土的参数1#墩1.5m5mh13.2mm1h20mm2h30mm3h40mm4h50mm5frk1450kPac01frk20kPac02frk30kPac03frk40kPac04frk50kPac0512288kN/m3单排桩2.25m0m0m24mq10kN/mq20kN/mq30kN/mq40kN/m水平力H500kN竖向力P2000kN总弯矩M300kN.m5964117kN.m212288kN/m30.341371/m5964117kN.m2刚度比EI'/EI1换算刚度0.8EI地基系数m基础变形系数α桥墩刚度EI'墩高h2入土桩长h土层之上荷载集度q柱顶荷载m惯性矩I基础计算宽度b1土层上桩长h1himifrkjc0桩径d混凝土强度等级hm弹性模量Ec多排桩2.1m7.5m3.75m2n5964117kN.m212288kN/m30.336691/m1.76715m²53014376KN30°16m21.65m²1m²荷载1.1787mδp1.18E-06m/kN0.0601radθp6.01E-08rad/kN0.0601mδm6.01E-08m/kN0.0219radθm2.19E-08rad/kNN0.0857mδN8.57E-08m/kNL5.489mA1.067m²I0.227m³C3.848mb0.669mh1.596mM桩长A0KCP基础变形系数α单桩面积单桩EA土平均内摩擦角b20.6换算刚度0.8EI地基系数m桩间相互影响系数k0.933333333纵向桩净距L1纵向桩根数基础计算宽度b1桩埋入深度h1C30Mpa30000Mpa30000kN/m4卵石0kN/m40kN/m40kN/m40kN/m4-36875kN/m3强风化云母片岩-312500kN/m3-312500kN/m3-312500kN/m3-312500kN/m30.248505m48δp1.47338E-07m/kN8θp7.5125E-09rad/kN8δm7.5125E-09m/kN8θm2.7375E-09rad/kN8δN1.07125E-08m/kNL5.489mA8.539m²I1.812m³C3.848mb5.351mh1.596m