{"text_format":"3","workbook":"xls","n_sheets":4,"sheets":["允许弯沉值计算","弯沉系数图","允许弯沉值计算公式","buffer"],"not_rendered":{"charts":1,"external_links":1},"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"允许弯沉值计算","index":0,"n_rows":13,"n_cols":16,"rows_kept":13,"merged":[[0,0,0,15],[1,0,3,0],[1,1,3,1],[1,2,3,2],[1,3,3,3],[1,4,3,4],[1,5,2,6],[1,7,3,7],[1,8,3,8],[1,9,3,9],[1,10,1,15],[10,5,10,6],[12,0,12,15]],"flags":["formulas_cached_only"]}
["各层允许弯沉值计算"]
["各层     名称","各层季节影响系数Ki","各层回弹模量 Ei'(Mpa)","各层回弹模量 Ei(Mpa)","各层    厚度 hi(cm)","各层允许弯沉值Li (0.01mm)",null,"E0/Ei","hi'/δ","αL","各层当量厚度hi' (cm)"]
[{"$nulls":10},"上面层","中面层","下面层","基层","底基层","垫层"]
[{"$nulls":5},"F=3.643αL0.8519","F=1.87αL0.6125",{"$nulls":3},58.7,56.2,52.900000000000006,54.8,37.7,20]
["第6层",{"v":1,"d":"1.00"},1200,1200,4,24,20,{"v":0.05,"d":"0.050"},5.5,0.141,4]
["第5层",{"v":1,"d":"1.00"},1100,1100,5,29,23,0.055,5.2,0.155,4.9,5]
["第4层",{"v":1,"d":"1.00"},1000,1000,6,33,26,{"v":0.06,"d":"0.060"},4.9,0.167,5.6,5.8,6]
["第3层",1.05,600,630,20,45,34,0.095,5.1,0.197,16.1,16.6,17.1,20]
["第2层",{"v":1.1,"d":"1.10"},450,495.00000000000006,20,83,58,0.121,3.5,0.273,14.9,15.3,15.8,18.5,20]
["第1层",{"v":1.2,"d":"1.20"},285,342,20,198,124,0.175,1.9,0.438,13.2,13.5,14,16.3,17.7,20]
["路基",{"v":1.2,"d":"1.20"},50,60,null,200]
[]
["　　注：本表只需改写绿色阴影表格内数据，其它完全自动。"]

{"sheet":"弯沉系数图","index":1,"n_rows":1024,"n_cols":63,"rows_kept":1024,"merged":[[0,0,0,62],[1,0,2,0]],"flags":["formulas_cached_only"]}
["双圆双层体系表面弯沉系数诺模图表"]
["E0/E1",1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51,52,53,54,55,56,57,58,59,60,61,62]
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["各种计算参数及计算公式说明"]
["各层名称举例","各层季节影响系数","各层回弹模量 (Mpa)","各层厚度 (cm)","各层允许弯沉值 (0.01mm)","备注"]
[{"$nulls":5},"本表内容参照公路路面基层施工技术规范。"]
["上面层","K7","E6","h6","L6","当量厚度换算公式：","h2'=h1×(E1/E2)1/3"]
["中面层","K6","E5","h5","L5","弯沉系数查表函数：","αL-1=f(E1/E0,h1/δ)"]
["下面层","K5","E4","h4","L4","2000版弯沉修正系数：","F=3.643αL-10.8519"]
["基层","K4(1.05~1)","E3","h3","L3","1993版弯沉修正系数：","F=1.87αL-10.6125"]
["底基层","K3(1.1~1.2)","E2","h2","L2","各层顶弯沉计算公式：","L1=2Pδ×αL-1×F／E0"]
["垫层","K2","E1","h1","L1","路基顶弯沉计算公式：","L0=9308×(K1×E0)-0.938"]
["路基","K1(1.2~1.4)","E0",null,"L0"]
["对于后轴重100KN的黄河卡车：轮胎单位压力P=0.7Mpa，当量圆半径δ=10.75cm"]

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["允许弯沉值计算内插数据计算表"]
[]
["第6层",null,"列号",12,13,"内插结果"]
[null,null,"列插值",0.05,null,0.141]
["行号","行插什",null,0.05,0.06,0.05]
[6,5.5,5.5,0.141,0.154,0.141]
[7,null,5,0.152,0.165,0.152]
["第5层",null,"列号",12,13,"内插结果"]
[null,null,"列插值",0.055,null,0.155]
["行号","行插什",null,0.05,0.06,0.055]
[6,5.2,5.5,0.141,0.154,0.148]
[7,null,5,0.152,0.165,0.159]
["第4层",null,"列号",13,14,"内插结果"]
[null,null,"列插值",0.06,null,0.167]
["行号","行插什",null,0.06,0.07,0.06]
[7,4.9,5,0.165,0.176,0.165]
[8,null,4.5,0.177,0.187,0.177]
["第3层",null,"列号",16,17,"内插结果"]
[null,null,"列插值",0.095,null,0.197]
["行号","行插什",null,0.09,0.1,0.095]
[6,5.1,5.5,0.183,0.19,0.187]
[7,null,5,0.195,0.202,0.199]
["第2层",null,"列号",18,19,"内插结果"]
[null,null,"列插值",0.121,null,0.273]
["行号","行插什",null,0.12,0.14,0.121]
[10,3.5,3.5,0.272,0.288,0.273]
[11,null,3,0.301,0.318,0.302]
["第1层",null,"列号",20,21,"内插结果"]
[null,null,"列插值",0.175,null,0.438]
["行号","行插什",null,0.16,0.18,0.175]
[13,1.9,2,0.417,0.428,0.425]
[14,null,1.5,0.484,0.494,0.492]