Journal of Chongqing Jiaotong University(Natural Science) ›› 1991, Vol. 10 ›› Issue (1): 51-58.
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Tang Boming1, Deng Xuejun2
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唐伯明1, 邓学钧2
作者简介:
Abstract: By analysing the backcalculation concept, some major problems in the existing evaluation approach are described. An improved self-iterative model which ensures a unique result is proposed, and FWD measurements made on four test pavements are used to identify the model.
Key words: falling weight deflectometer, deflection basins, stiffness evaluation, uniqueness
摘要: 本文在对评定思想理论论述的基础上,指出了现行评定方法的不足;继而提出了改进的连续迭代法,较好地解决了评定结果的唯一性问题。并应用四条试验路上的FWD(落锤式弯沉仪)实测弯沉数据,对评定模型进行了实际检验。
关键词: 落锤式弯沉仪, 弯沉盆, 刚度组成评定, 唯一性
Tang Boming, Deng Xuejun. A Pavement Structural Stiffness Evaluation System Based on FWD Deflection Basins[J]. Journal of Chongqing Jiaotong University(Natural Science), 1991, 10(1): 51-58.
唐伯明, 邓学钧. FWD实测弯沉盆评定路面结构的刚度组成[J]. 重庆交通大学学报(自然科学版), 1991, 10(1): 51-58.
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