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机译:物理特性和季节变化对沥青路面性能影响的土壤弹性模量
School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010;
Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010;
Dept. of Biosystems Engineering and Soil Science, Univ. of Tennessee, Knoxville, TN 37996-4531;
Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010;
Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010;
Design Division, Tennessee Dept. of Transportation, Nashville, TN 37243-41402;
Subgrade; Resilient modulus; Mechanistic-Empirical Pavement Design Guide (MEPDG); Generalized model; Coefficients; Seasonal moisture variation;
机译:使用长期路面性能数据预测沥青混凝土模量的季节变化
机译:模拟季节性水分含量变化引起的原位土壤弹性模量变化
机译:根据季节性水分含量变化,对原位土壤的弹性模量变化进行建模
机译:田纳西州土壤的季节性回弹模量输入及其对沥青路面性能的影响
机译:路面设计中再生路面骨料的水力特性和吸力对弹性模量的影响。
机译:高再生沥青路面(RAP)和细再生沥青路面(FRAP)含量的热拌沥青的实验室性能
机译:利用弹性模量的沥青路面路基弹性模量计算方法
机译:冻融对沥青混凝土路面下粉土的回弹性能的影响,