Abstract
Based on the reconstruction and expansion project of a certain expressway, this paper adopted the falling weight deflectometer (FWD) to detect the deflection of the reconstruction, expansion, and new and old overlap positions, thus evaluating the balance of the new and old pavement structures in the reconstruction and expansion. By combining the construction process investigation, the influencing factors of the balance of the new and old pavement structures were analyzed, with measures for controlling the balance of the new and old pavement structures in the reconstruction and expansion proposed. The results show that after adding 6 cm AC-20C, the deflection value of the overtaking lane on the old road surfaces decreases by about 50%, and the deflection value of the heavy lane on the old road surfaces decreases by about 61.5%, with the strength of the road structure significantly improved. The representative deflection value in the overlap area of the new and old pavement reaches 19.6 (0.01 mm), which is significantly higher than the deflection values in other positions of the new and old pavement structures. The balance of the new and old pavement structures is relatively low. Additionally, the balance of the new and old pavement structures in the reconstruction and expansion of expressways is related to the treatment of old pavement structure diseases and the refinement level of new and old pavement overlap construction. By conducting construction control, the balance of pavement structures can be improved by about 60%.
Publication Date
11-8-2022
DOI
10.14048/j.issn.1671-2579.2022.05.009
First Page
50
Last Page
55
Submission Date
April 2025
Recommended Citation
Chunlong, Xiong; Weixiong, Li; and Zhaodong, Wang
(2022)
"Evaluation and Construction Control of Balance between New and Old Pavements in Highway Reconstruction and Expansion,"
Journal of China & Foreign Highway: Vol. 42:
Iss.
5, Article 9.
DOI: 10.14048/j.issn.1671-2579.2022.05.009
Available at:
https://zwgl1980.csust.edu.cn/journal/vol42/iss5/9
Reference
[1] 张晶, 谢松林, 肖开锋, 等. 公路改扩建旧沥青路面检测指标与评价方法的探讨[J]. 公路, 2020, 65(3): 19-22. ZHANG Jing, XIE Songlin, XIAO Kaifeng, et al. Discussions on detection index and evaluation method of old asphalt pavement in highway reconstruction and widening[J]. Highway, 2020, 65(3): 19-22. [2] 童海涛, 郭知涛, 秦凯强. 高速公路改扩建铣刨料再生利用技术案例分析[J]. 公路, 2020, 65(3): 243-247. TONG Haitao, GUO Zhitao, QIN Kaiqiang. Case study on recycling technology of milling materials in expressway reconstruction and expansion[J]. Highway, 2020, 65(3): 243-247. [3] 南秋彩. 道路改扩建工程中新老路面拼接受力状态的数值模拟[J]. 公路工程, 2018, 43(6): 278-282. NAN Qiucai. Numerical simulation of jointing state of new and old pavement in road reconstruction and expansion project[J]. Highway Engineering, 2018, 43(6): 278-282. [4] 张军辉, 刘杰, 邓宗煌, 等. 公路改扩建工程老路基处治深度研究[J]. 中外公路, 2019, 39(5): 9-13. ZHANG Junhui, LIU Jie, DENG Zonghuang, et al. Research on treatment depth of old subgrade for highway reconstruction and expansion projects[J]. Journal of China & Foreign Highway, 2019, 39(5): 9-13. [5] WU M L,LIM,ZHU X D, et al. Research on Newand old pavement splicing technology in road reconstruction and expansion projects[C]. International Conference on Architectural Engineering& Civil Engineering, 2016. [6] YU H,WANG Y,CHEN Y. Causes of Cracking of an Existing Pavement after Highway Widening in an Area of Soft Soil[J]. Proceedings of the Ice Transport, 2019: 1-32. [7] 姚永胜, 张军辉, 李崛, 等. 江西省昌樟高速公路改扩建工程老路基渗水处治方法研究[J]. 中外公路, 2018, 38(3): 14-18. YAO Yongsheng, ZHANG Junhui, LI Jue, et al. Study on treatment method of old subgrade seepage in reconstruction and expansion project of Chang-Zhang Expressway in Jiangxi Province[J]. Journal of China & Foreign Highway, 2018, 38(3): 14-18. [8] 唐咸远, 邹凯, 唐瞻鹏. 玻纤格栅对旧水泥路面拓宽拼接的力学影响分析及应用[J]. 中外公路, 2018, 38(6): 44-47. TANG Xianyuan, ZOU Kai, TANG Zhanpeng. Mechanical influence analysis and application of glass fiber grating on widening and splicing of old cement pavement[J]. Journal of China & Foreign Highway, 2018, 38(6): 44-47. [9] 卞海洋, 黄毅, 郑炳锋, 等. 高速公路改扩建工程高模量沥青混合料路用性能研究[J]. 中外公路, 2019, 39(5): 221-225. BIAN Haiyang, HUANG Yi, ZHENG Bingfeng, et al. Study on road performance of high modulus asphalt mixture in expressway reconstruction and extension project[J]. Journal of China & Foreign Highway, 2019, 39(5): 221-225. [10] HUANG G Y, WANG H, ZHU S Y, et al. Traffic organization of freeway trumpet interchange reconstruction and expansion with all ramps unimpeded[C]//ICTIS 2011. Wuhan, China. American Society of Civil Engineers, 2011. [11] HUANG S F, LIU H, SUN Z Q,et al. Noise control methods and countermeasures in traffic infrastructure reconstruction and expansion[J]. IOP Conference Series: Earth and Environmental Science, 2019, 358(1): 022047. [12] 肖冠成, 曾鹏, 杨烨, 等. 国道G321桂阳段改扩建工程关键技术研究[J]. 中外公路, 2015, 35(4): 1-5. XIAO Guancheng, ZENG Peng, YANG Ye, et al. Journal of China & Foreign Highway, 2015, 35(4): 1-5. [13] ELSHAER M, GHAYOOMI M, DANIEL J S. The role of predictive models for resilient modulus of unbound materials in pavement FWD-deflection assessment[J]. Road Materials and Pavement Design, 2020, 21(2): 374-392. [14] PARK Bongsuk, CHUN Sanghyun, HAN Sangyoung. Application of Falling Weight Deflectometer (FWD) data and Energy Ratio (ER) approach for cracking performance evaluation of asphalt pavements[J].International Journal of Civil Engineering, 2019, 17(11): 1729-1737. [15] BIANCHINI Alessandra, BELL, HALEY P. Fuzzy Cluster Approach for Area FWD representative basin from deflection measurement spatial variability[J]. Interna-tional Journal of Pavement Engineering, 2019, 20(7): 844-852.