•  
  •  
 

Abstract

To address the clogging issue of permeable concrete pavement in sponge cities, clogging and permeability tests were designed to investigate the influence of clogging materials on the permeability of surface layers, base layers, and their combined permeable concrete structures with different gradations and determine the sensitive particle size ranges of clogging materials for various permeable pavement structures. The results indicate that permeable concrete surface and base layers with coarse gradation exhibit superior resistance to permeability attenuation; for combined surface-base layer structures, the residual permeability coefficient primarily depends on the surface layer design, with minimal correlation to the base layer; the sensitive particle size range accounting for the highest proportion of clogging materials in surface layers, base layers, and their combinations is 0.3–0.6 mm. In graded permeable concrete design, the content of 9.5–16 mm aggregates should be appropriately increased while ensuring strength. Through the regression of the attenuation formulas of the permeability residual coefficient of different structures, the attenuation law of the permeability of the permeable pavement layer was obtained, which could guide the timing selection for vacuum adsorption or pressure purgation cleaning and maintenance of the permeable pavement structural layer, thereby ensuring its service performance.

Publication Date

6-18-2022

DOI

10.14048/j.issn.1671-2579.2022.03.006

First Page

30

Last Page

35

Submission Date

May 2025

Reference

[1] 应君,张青萍.海绵城市理念下城市透水性铺装的应用研究[J].现代城市研究,2016(7):41-46. Ying Jun, Zhang Qingping. Application research of urban permeable pavement under sponge city concept [J]. Modern Urban Research, 2016(7): 41-46. [2] 赵丽华, 杨志浩, 许斌, 等. 基于透水性能的全透水沥青路面结构设计[J]. 中外公路, 2019, 39(4): 26-32. Zhao Lihua, Yang Zhihao, Xu Bin, et al. Structural design of fully permeable asphalt pavement based on permeability performance [J]. Journal of Chinese and Foreign Highway, 2019, 39(4): 26-32. [3] 司建辉, 午泽伟, 赵侃, 等. 海绵城市预制装配式钢筋混凝土渗井结构有限元优化研究[J]. 武汉大学学报(工学版), 2020, 53(12): 1071-1077. SI Jianhui, WU Zewei, ZHAO Kan, et al. Finite element optimization study of precast reinforced concrete seepage well structure in sponge city[J]. Engineering Journal of Wuhan University, 2020, 53(12): 1071-1077. [4] ZHAO Hui, MA Shengbin, BU Zehui, et al. Constructing a risk-sharing framework for sponge city PPP projects from the perspective of the individual participant[J].Advances in Civil Engineering, 2020: 2020. [5] CHANG H S, SU Q M. Research on constructing sponge city indicator and decision evaluation model with fuzzy multiple criteria method[J]. Water Environment Research, 2020, 92(11): 1910-1921. [6] 孙会航, 李俐频, 田禹, 等. 基于多目标优化与综合评价的海绵城市规划设计[J]. 环境科学学报, 2020, 40(10): 3605-3614. SUN Huihang, LI Lipin, TIAN Yu, et al. Sponge city planning and design based on multi-objective optimization and comprehensive evaluation[J]. Acta Scientiae Circumstantiae, 2020, 40(10): 3605-3614. [7] CHEN D, WANG S, SHEN M L, et al. Aggregate micro tribological properties of sponge city permeable pavement base layer under vehicle loading[J]. Construction and Building Materials, 2020, 261: 120424. [8] 王泽阳. 滨海地区市政道路海绵城市设计的反思与优化[J]. 中国给水排水, 2020, 36(20): 133-136. WANG Zeyang. Reflection and optimization of municipal road sponge city design in coastal area[J]. China Water & Wastewater, 2020, 36(20): 133-136. [9] 解铭, 杨智, 周杨军, 等. 上海临港新城道路改造海绵城市设计方案[J]. 中国给水排水, 2020, 36(20): 137-142. XIE Ming, YANG Zhi, ZHOU Yangjun, et al. Sponge city design scheme of road reconstruction in Shanghai Lingang new-city district[J]. China Water & Wastewater, 2020, 36(20): 137-142. [10] 肖海文, 孟令剑, 成水平, 等. 海绵城市雨水湿地公园水系统设计案例分析[J]. 中国给水排水, 2020, 36(20): 160-166. XIAO Haiwen, MENG Lingjian, CHENG Shuiping, et al. Case study on the water system design of sponge city stormwater wetland park[J]. China Water & Wastewater, 2020, 36(20): 160-166. [11] 李静, 杨允立, 毛毅. 海绵型建筑与小区综合雨量径流系数计算方法[J]. 环境工程学报, 2020, 14(10): 2876-2881. LI Jing, YANG Yunli, MAO Yi. Calculation method of composite runoff coefficient for sponge city design of building and sub-district[J]. Chinese Journal of Environmental Engineering, 2020, 14(10): 2876-2881. [12] 张娜. 透水混凝土堵塞机理试验研究[D]. 济南: 山东大学, 2014. Zhang Na. Experimental study on clogging mechanisms of pervious concrete [D]. Jinan: Shandong University, 2014. [13] YANG Ping, ZHAO Zixin, LI Zhicheng, et al. Experimental study on long-term performance of new urban green space soil for sponge city construction[J].Urban Forestry& Urban Greening, 2020, 58: 126906. [14] 任南琪, 张建云, 王秀蘅. 全域推进海绵城市建设, 消除城市内涝, 打造宜居环境[J]. 环境科学学报, 2020, 40(10): 3481-3483. REN Nanqi, ZHANG Jianyun, WANG Xiuheng. Promoting the sponge city construction widely to eliminate urban waterlogging and create livable environment[J]. Acta Scientiae Circumstantiae, 2020, 40(10): 3481-3483. [15] YIN D K, CHEN Y, JIA H F, et al. Sponge city practice in China: a review of construction, assessment, operational and maintenance[J]. Journal of Cleaner Production, 2021, 280: 124963. [16] 徐仁崇, 桂苗苗, 龚明子, 等. 不同成型方法对透水混凝土性能的影响研究[J]. 混凝土, 2011(11): 129-131. XU Renchong, GUI Miaomiao, GONG Mingzi, et al. Impact of different molding methods on pervious concrete performance[J]. Concrete, 2011(11): 129-131. [17] 张朝辉, 杨江金, 王沁芳, 等. 透水混凝土制备工艺研究[J]. 新型建筑材料, 2008, 35(9): 1-4. ZHANG (ChaoZhao)(Hui), YANG Jiangjin, WANG Qinfang, et al. Study on preparation technics of pervious concrete[J]. New Building Materials, 2008, 35(9): 1-4. [18] 薛丽皎,陈丽红,林友军.骨料对透水混凝土性能的影响 [J].陕西理工学院学报(自然科学版),2010,26(1):29-31. Xue Lijiao, Chen Lihong, Lin Youjun. Effects of aggregate characteristics on performance of pervious concrete [J]. Journal of Shaanxi University of Technology (Natural Science Edition), 2010, 26(1): 29-31. [19] 程娟, 郭向阳. 水灰比在采用体积法进行透水混凝土配合比设计中的作用[J]. 混凝土, 2008(8): 88-90. CHENG Juan, GUO Xiangyang. Influence of W/C for volume method in the design of mixture proportion[J]. Concrete, 2008(8): 88-90. [20] DRAKE J, BRADFORD A, SETERS T V. Hydrologic performance of three partial-infiltration porous pavements in a cold climate over low permeability soil[J].Journal of Hydrologic Engineering, 2014, 19(9): 159-169. [21] 中华人民共和国交通部. 公路工程集料试验规程: JTG E42—2005[S]. 北京: 人民交通出版社, 2005. Ministry of Transport of the People’s Republic of China. Test Methods of Aggregate for Highway Engineering: JTG E42—2005[S]. Beijing: China Communications Press, 2005. [22] 国家质量监督检验检疫总局, 中国国家标准化管理委员会. 混凝土外加剂匀质性试验方法: GB/T 8077—2012[S]. 北京: 中国标准出版社, 2013. General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China, Standardization Administration of the People’s Republic of China. Methods for testing uniformity of concrete admixture: GB/T 8077—2012[S]. Beijing: Standards Press of China, 2013. [23] 崔新壮, 张炯, 黄丹, 等. 暴雨作用下透水混凝土路面快速堵塞试验模拟[J]. 中国公路学报, 2016, 29(10): 1-11, 19. CUI Xinzhuang, ZHANG Jiong, HUANG Dan, et al. Experimental simulation of rapid clogging of pervious concrete pavement under effects of rainstorm[J]. China Journal of Highway and Transport, 2016, 29(10): 1-11, 19. [24] ZHANG J, SHE R, DAI Z X, et al. Experimental simulation study on pore clogging mechanism of porous pavement[J]. Construction and Building Materials, 2018, 187: 803-818. [25] ZHANG J, MA G D, DAI Z X, et al. Numerical study on pore clogging mechanism in pervious pavements[J]. Journal of Hydrology, 2018, 565: 589-598.

Download

Share

COinS