作业9-2改参数-精确公式路基工作区计算算例指数3.5

,kN/m3,厚度（cm）,模量,,,,Z,σzI均布,σzJ集中,σzI/σBN各层密度,σzJ/σBN各层密度,σzM层状体系,σBN各层密度,σzM/σBN各层密度,工作区位置

容重ɤ1,24.5,4,10000,沥青混凝土,17.25337,沥青混凝土,0,0.707,,,,0.707,,,

容重ɤ2,24.3,6,9000,沥青混凝土,25.11260,,9,0.57016129,2.944444444,,,,,,

容重ɤ3,24.1,8,8000,沥青混凝土,32.37541,沥青混凝土,17.25336936,0.375661967,0.801199268,383.3285374,817.5502734,0.6933,0.00098,707.4489796,4

容重ɤ4,23.1,38,10000,水泥稳定粒料基层,163.90701,,29.80966736,0.194608379,0.268394816,,,,,,

容重ɤ5,21.5,20,3000,稳定土,61.15754,沥青混凝土,42.36596537,0.111899876,0.132878333,45.89822632,54.50300761,0.5816,0.002438,238.5561936,10

容重ɤ0,18,20,60,土基,,,58.55367273,0.063359117,0.069563288,,,,,,

,,,,总Hi=,299.8059,水泥稳定粒料基层,74.74138009,0.040280487,0.042693932,9.225947647,9.778729357,0.3817,0.004366,87.42556115,18

,,,,荷载压力（Mpa）,0.707,,92.95326997,0.026578028,0.027603175,,,,,,

,,,,荷载圆直径(cm),30,,111.1651598,0.0187955,0.019299719,,,,,,

,,,,,,,129.3770497,0.013973624,0.014248656,,,,,,

,,,,,,,147.5889396,0.010787186,0.010949159,,,,,,

,,,,,,,165.8008295,0.008574727,0.008675909,,,,,,

,,,,,,,184.0127194,0.006977345,0.007043568,,,,,,

,,,,,,,202.2246092,0.00578703,0.005832038,,,,,,

,,,,,,,220.4364991,0.004876634,0.00490819,,,,,,

,,,,,,水泥稳定粒料基层,238.648389,0.004164954,0.00418766,0.316871093,0.318598568,0.021,0.013144,1.597687158,56

,,,,,,,259.0342352,0.003538343,0.003554463,,,,,,

,,,,,,,279.4200813,0.003043019,0.003054732,,,,,,

,,,,,,稳定土底面,299.8059274,0.002644753,0.002653432,0.151613901,0.152111439,0.003,0.017444,0.171978904,76

,,,,,,,319.8059274,0.002325356,0.002331929,0.110499703,0.110812071,0.0025,0.021044,0.118798707,96

,,,,,,,339.8059274,0.002060458,0.002065506,0.083608907,0.083813752,0.0021,0.024644,0.085213439,116

,,,,,,,359.8059274,0.00183834,0.001842264,0.065087807,0.065226722,0.0019,0.028244,0.067270925,136

,,,,,,,379.8059274,0.001650269,0.00165335,0.051823554,0.051920312,0.0017,0.031844,0.053385253,156

,,,,,,,399.8059274,0.001489631,0.001492073,0.042027736,0.042096617,0.0016,0.035444,0.045141632,176

,,,,,,,419.8059274,0.001351342,0.001353291,0.034610738,0.034660669,0.0013,0.039044,0.033295769,196

,,,,,,,439.8059274,0.001231442,0.001233009,0.028877261,0.028914008,,0.042644,,"层状体系

计算荷载应力"

,,,,,,,,均布荷载应力,集中荷载应力,,,层状体系应力,自重应力,,

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

,,,,,,,,,,27.80914277,28.00944024,,,31.1946151,

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

,,,,用土力学中均布荷载和集中荷载的精确公式计算土中应力,,,,,"均布荷载工作区在

路基顶面下28cm",,"集中