,kN/m3,厚度（cm）,模量,,,,Z,σzI均布,σzJ集中,σzI/σBN各層密度,σzJ/σBN各層密度,σzM層狀體系,σBN各層密度,σzM/σBN各層密度,工作區(qū)位置

容重?1,24.5,4,10000,瀝青混凝土,17.25337,瀝青混凝土,0,0.707,,,,0.707,,,

容重?2,24.3,6,9000,瀝青混凝土,25.11260,,9,0.577142857,3.086419753,,,,,,

容重?3,24.1,8,8000,瀝青混凝土,32.37541,瀝青混凝土,17.25336936,0.386997449,0.839831518,394.8953559,856.9709365,0.6933,0.00098,707.4489796,4

容重?4,23.1,38,10000,水泥穩(wěn)定粒料基層,163.90701,,29.80966736,0.20384165,0.281336285,,,,,,

容重?5,21.5,20,3000,穩(wěn)定土,61.15754,瀝青混凝土,42.36596537,0.118113578,0.139285464,48.44691489,57.13103523,0.5816,0.002438,238.5561936,10

容重?0,18,20,60,土基,,,58.55367273,0.067181684,0.072917493,,,,,,

,,,,總Hi=,299.8059,水泥穩(wěn)定粒料基層,74.74138009,0.042803276,0.04475255,9.803773598,10.25024042,0.3817,0.004366,87.42556115,18

,,,,荷載壓力（Mpa）,0.707,,92.95326997,0.028279025,0.028934146,,,,,,

,,,,荷載圓直徑(cm),30,,111.1651598,0.020013064,0.020230314,,,,,,

,,,,,,,129.3770497,0.014885585,0.014935698,,,,,,

,,,,,,,147.5889396,0.01149464,0.011477106,,,,,,

,,,,,,,165.8008295,0.009138987,0.009094244,,,,,,

,,,,,,,184.0127194,0.007437608,0.007383195,,,,,,

,,,,,,,202.2246092,0.006169465,0.006113248,,,,,,

,,,,,,,220.4364991,0.005199352,0.005144853,,,,,,

,,,,,,水泥穩(wěn)定粒料基層,238.648389,0.004440873,0.00438958,0.337863142,0.333960763,0.021,0.013144,1.597687158,56

,,,,,,,259.0342352,0.003772973,0.003725853,,,,,,

,,,,,,,279.4200813,0.003244956,0.003202025,,,,,,

,,,,,,穩(wěn)定土底面,299.8059274,0.002820366,0.002781375,0.161681174,0.159445953,0.003,0.017444,0.171978904,76

,,,,,,,319.8059274,0.002479836,0.00244437,0.117840511,0.116155211,0.0025,0.021044,0.118798707,96

,,,,,,,339.8059274,0.002197395,0.002165101,0.089165511,0.087855086,0.0021,0.024644,0.085213439,116

,,,,,,,359.8059274,0.001960556,0.001931094,0.069414961,0.068371826,0.0019,0.028244,0.067270925,136

,,,,,,,379.8059274,0.001760013,0.001733072,0.055269857,0.054423807,0.0017,0.031844,0.053385253,156

,,,,,,,399.8059274,0.001588717,0.001564017,0.044823289,0.044126433,0.0016,0.035444,0.045141632,176

,,,,,,,419.8059274,0.001441247,0.001418544,0.036913417,0.036331939,0.0013,0.039044,0.033295769,196

,,,,,,,439.8059274,0.001313386,0.001292462,0.030798835,0.030308184,,0.042644,,"層狀體系

計算荷載應力"

,,,,,,,,均布荷載應力,集中荷載應力,,,層狀體系應力,自重應力,,

,,,,,,,,,,,,,,,,

,,,,,,,,,,32.44325077,31.41705978,,,31.1946151,

,,,,,,,,,,,,,,,,

,,,,,,,,,"均布荷載工作區(qū)在

路基頂面下32cm",,"集中荷