Application of functional-link neural network in evaluation of sublayer suspension based on FWD test

Yu Chen , Qi-sen Zhang

Journal of Central South University ›› 2004, Vol. 11 ›› Issue (2) : 225 -228.

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Journal of Central South University ›› 2004, Vol. 11 ›› Issue (2) : 225 -228. DOI: 10.1007/s11771-004-0046-x
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Application of functional-link neural network in evaluation of sublayer suspension based on FWD test

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Abstract

Several methods for evaluating the sublayer suspension beneath old pavement with falling weight deflectormeter(FWD), were summarized and the respective advantages and disadvantages were analyzed. Based on these methods, the evaluation principles were improved and a new type of the neural network, functional-link neural network was proposed to evaluate the sublayer suspension with FWD test results. The concept of function link, learning method of functional-link neural network and the establishment process of neural network model were studied in detail. Based on the old pavement over-repairing engineering of Kaiping section, Guangdong Province in G325 National Highway, the application of functional-link neural network in evaluation of sublayer suspension beneath old pavement based on FWD test data on the spot was investigated. When learning rate is 0.1 and training cycles are 405, the functional-link network error is less than 0.0001, while the optimum chosen 4-8-1 BP needs over 10000 training cycles to reach the same accuracy with less precise evaluation results. Therefore, in contrast to common BP neural network, the functional-link neural network adopts single layer structure to learn and calculate, which simplifies the network, accelerates the convergence speed and improves the accuracy. Moreover the trained functional-link neural network can be adopted to directly evaluate the sublayer suspension based on FWD test data on the site. Engineering practice indicates that the functional-link neural model gains very excellent results and effectively guides the pavement over-repairing construction.

Keywords

sublayer suspension / falling weight deflectormeter / deflection value / functional-link neural network

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Yu Chen, Qi-sen Zhang. Application of functional-link neural network in evaluation of sublayer suspension based on FWD test. Journal of Central South University, 2004, 11(2): 225-228 DOI:10.1007/s11771-004-0046-x

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References

[1]

ZhangHong-hua. The study of subgrade resilient modulus determined by FWD [J]. China Journal of Highway and Transport, 1994, 7(1): 9-13(in Chinese)

[2]

JingYu-cai, CaoWei-dong, WuZuo-ming, et al.. Application of FWD in back-calculation the material parameters of asphalt pavement [J]. Journal of Highway and Transportation Research and Development, 1999, 15(4): 25-27(in Chinese)

[3]

TaoMing. Nondestructive evaluation of the loading capacity of pavement structure based on FWD test [J]. China Journal of Highway and Transport, 1998, 11(2): 18-23(in Chinese)

[4]

TangBo-ming. Temperature influence on FWD deflection basins measured at Haneda airfield pavements [J]. China Civil Engineering Journal, 1995, 28(1): 40-45(in Chinese)

[5]

ZengFan-qi, ZhangSi-wei. Analysis of dependence relation of FWD and Beckman beam used in pavement detection [J]. Highway, 2001, 11(9): 131-133(in Chinese)

[6]

TholenO G. Comparison of falling weight deflectormeter with other deflection testing devices [J]. Journal of Transportation Engineering, 1998, 21(3): 126-131

[7]

MasonG P. Application of FWD and Beckman beam to evaluate sublayer suspension [J]. Journal of Highway Engineering, 2001, 31(4): 145-154

[8]

FanZhao-qiang, YangHu. Research on the relationship between FWD and Beckman beam [J]. Municipal Engineering Technology, 2003, 21(5): 295-296(in Chinese)

[9]

WeiCui-ling, WangFu-ming, CaoJian, et al.. Dynamic analysis of FWD nondestructive tests data [J]. Chinese Journal of Geotechnical Engineering, 1999, 21(4): 14-18(in Chinese)

[10]

WangFu-ming, JiYi-gong, ChenChao-dong, et al.. Backcalculation for layer moduli of pavements based on FWD tests [J]. China Civil Engineering Journal, 2002, 35(3): 31-36(in Chinese)

[11]

ZhangJian-hua, YingRong-hua, WangJia-zheng, et al.. Evaluation of sublayer suspension beneath pavement slabs with FWD [J]. Hunan Communication Science and Technology, 2003, 29(1): 113-114(in Chinese)

[12]

LiJian, WeiJian-guo. Evaluation of the structure of cement concrete pavement with FWD [J]. Hunan Communication Science and Technology, 2003, 29(1): 111-112(in Chinese)

[13]

ZengSheng. Study on dynamic elastic modulus of concrete pavement with FWD [J]. Highway, 2001, 11(4): 31-37(in Chinese)

[14]

TangBo-ming, YaoZu-kang, TangQian-yu, et al.. Long-term structural performance evaluation of cement concrete pavement [J]. China Journal of Highway and Transport, 1996, 9(2): 20-27(in Chinese)

[15]

WasenD, BazentZ PPortland Cement Concrete Pavement Evaluation System Highway Research Program Report [M], 1995, Tokyo, Terra Scientific Publishing Company: 277-298

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