N(KN)=层数123456710111213141516层厚（cm）d11111111111111117500经验系数ms0.70.70.70.70.70.70.70.70.70.70.70.70.70.70.70.7压缩模量Es(Mpa)经验系数ms附加系数a1.0~4.01.8~1.1查地基规范土层层高（m）容重（KN/m3）土层层高（m）容重（KN/m3）沉降及承载力计算
b(m)=累计厚度（m)h56710111213141516171819204.6本层容重r19191919191919191919191919191919a(m)=换算容重r11919191919191919191919191919191911.6换算容重r219191919191919191919191919191919A(m^2)=压缩模量Es100001000010000100001000010000100001000010000100001000010000100001000010000100004.0~7.01.1~0.8规范附表4 P617.0~15.00.8~0.415.0~20.00.4~0.2大于20.00.2153.36P(KPa)=附加系数上自应力aps1.00076.0000.95.0000.88114.0000.75133.0000.63152.0000.533171.0000.454190.0000.39209.0000.34228.0000.3247.0000.26266.0000.23285.0000.204304.0000.184323.0000.163342.0000.146361.000累计层高（m）容重（KN/m3）10140.555下自应力px95.000114.000133.000152.000171.000190.000209.000228.000247.000266.000285.000304.000323.000342.000361.000380.000制动力(KN)=W(m3)=上附加应力ps81.73980.10471.93161.30451.493.56737.11031.87827.79124.52221.25218.80016.67515.04013.32311.934442.20231.59255平均附加应力p80.92276.01766.61756.40047.53140.33834.49429.83526.15722.88720.02617.73715.85714.18212.6295.967墩高(M)=P(KPa)=沉降量（cm）s0.00570.00530.00470.00390.00330.00280.00240.00210.00180.00160.00140.00120.00110.00100.00090.0004
9.0017.18累计沉降量（cm）s0.00570.01100.01560.01960.02290.02570.02820.03030.03210.03370.03510.03630.03740.03840.03930.0397
zP(KPa)=上应力(KPa)p157.739175.104185.931194.304203.496214.567227.110240.878255.791271.522287.252303.800320.675338.040355.323372.934157.74埋置深度（m)容许应力(KPa)p225.373250.746241.119266.493291.866317.239342.612367.985393.358418.731444.104469.478494.851520.224545.597570.970
容许应力(KPa)h=200442.26
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