寒区沥青混合料在水-热-力三场耦合作用下的损伤效应

doi:10.13229/j.cnki.jdxbgxb.20230588

Abstract

Abstract:

In order to understand the effect of ice crystal frost heave on permeable asphalt mixture in cold region， the water-heat-force coupling damage characteristics of permeable asphalt mixture were studied in this paper. Based on the analysis of the initial temperature field and initial water field of typical permeable asphalt mixture， the displacement field， stress field and strain field under the dynamic expansion mode of ice crystal were studied， and the distribution characteristics of the occurrence time of in-situ dynamic expansion and separation dynamic expansion， frost heave stress and deformation in the horizontal and vertical directions were obtained， and the basic change law of the dynamic expansion effect of ice crystal in the permeable asphalt mixture was clarified. The research results provide technical support for the design of permeable asphalt mixture in cold area.

Key words: road engineering, permeable asphalt mixture, ice crystal simulation, water-heat-force coupling analysis, damage mechanism

CLC Number:

U414

Jun-peng XU,Chuan-feng ZHENG,Yan-tao DU,Yu-hang WANG,Zheng LU,Wen-jun FAN. Damage effects of water⁃heat⁃force coupling in permeable asphalt mixture in cold region[J].Journal of Jilin University(Engineering and Technology Edition), 2025, 55(3): 877-887.

Figures/Tables 19

Table 1

Table 2

Fig.1

Table 3

Table 4

Fig.2

Table 5

Maximum and minimum temperatures from November 2021 to February 2022"

温度值	11月	12月	1月	2月
$T m a x$	4	-2	-14	-8
$T m i n$	-14	-25	-21	-20

Table 5

Fig.3

Fig.4

Fig.5

Fig.6

Fig.7

Fig.8

Fig.9

Fig.10

Fig.11

Fig.12

Fig.13

Fig.14

References 18

1	徐洪跃. 透水沥青混合料透水特性及路用性能研究[J]. 重庆交通大学学报: 自然科学版, 2018, 37(6): 42-47, 75.
	Xu Hong-yue. Study on permeable characteristics and road performance of permeable asphalt mixture [J]. Journal of Chongqing Jiaotong University(Natural Science Edition), 2018, 37(6): 42-47, 75.
2	闫强. 大粒径透水沥青混合料配合比优化设计及其应用效果研究[D]. 北京: 北京建筑大学土木与交通工程学院, 2021.
	Yan Qiang. Study on optimal design and application effect of large particle size pervious asphalt mixture [D]. Beijing:School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, 2021.
3	于保阳, 刘美鸥, 张荣华, 等. 复合改性透水沥青混合料配合比设计优化研究[J]. 公路, 2021, 66(5): 30-36.
	Yu Bao-yang, Liu Mei-ou, Zhang Rong-hua, et al. Design and optimization of composite modified pervious asphalt mixture[J]. Highway, 2021, 66(5): 30-36.
4	于立泽. 大空隙率沥青混合料力学与排水特性的影响机理研究[D]. 哈尔滨: 东北林业大学土木工程学院, 2022.
	Yu Li-ze. Study on the influence mechanism of mechanical and drainage characteristics of asphalt mixture with large voidage[D]. Harbin:School of Civil Engineering, Northeast Forestry University, 2022.
5	谢若奇, 吴旷怀, 蔡旭. 冷拌沥青混合料透水铺装材料路用性能研究[J]. 公路,2017, 62(8): 12-16.
	Xie Ruo-qi, Wu Kuang-huai, Cai Xu. Study on road performance of permeable pavement material of cold-mixed asphalt mixture[J]. Highway, 2017, 62(8): 12-16.
6	于保阳, 高超, 张荣华, 等. 东北季冻区透水性沥青混合料路用性能验证[J]. 沈阳建筑大学学报: 自然科学版, 2019, 35(3): 479-486.
	Yu Bao-yang, Gao Chao, Zhang Rong-hua, et al. Road performance verification of permeable asphalt mixture in Northeast China[J]. Journal of Shenyang Jianzhu University(Natural Science Edition), 2019, 35(3): 479-486.
7	张荣华. 季冻区透水沥青混合料耐久性研究[D]. 沈阳:沈阳建筑大学交通工程学院, 2020.
	Zhang Rong-hua. Research on durability of permeable asphalt mixture in seasonal freezing area[D]. Shenyang: School of Transportation Engineering,Shenyang Jianzhu University, 2020.
8	张海涛, 郭志超, 刘作强.水温对透水沥青混合料力学性能的影响[J]. 重庆理工大学学报: 自然科学, 2022, 36(5): 115-121.
	Zhang Hai-tao, Guo Zhi-chao, Liu Zuo-qiang. Effect of water temperature on mechanical properties of permeable asphalt mixture[J]. Journal of Chongqing University of Technology(Natural Science), 2022, 36(5): 115-121.
9	易军艳. 基于界面行为的多孔沥青混合料冻融损伤特性研究[D]. 哈尔滨: 哈尔滨工业大学交通科学与工程学院, 2012.
	Yi Jun-yan. Research on freeze-thaw damage characteristics of porous asphalt mixture based on interface behavior[D]. Harbin: School of Transportation Science and Engineering, Harbin Institute of Technology, 2012.
10	Xu J P, Zheng C F. Random generation of asphalt mixture mesostructured and thermal-mechanical coupling analysis at low temperature[J]. Constr Build Mater, 2021, 280: No.122537.
11	杜民瑞. 冬季输水混凝土防渗渠道冻胀机理研究[D]. 石河子: 石河子大学水利建筑工程学院, 2018.
	Du Min-rui. Research on frost heave mechanism of concrete anti-seepage channel in winter[D]. Shihezi :College of Water Conservancy and Architecture Engineering, Shihezi University, 2018.
12	Jansson C, Almkvist E, Jansson P E. Heat balance of an asphalt surface: observations and physically-based simulations[J]. Meteorological Application, 2006, 13(2): 203-212.
13	Jame Y K, Norum D I. Heat and mass transfer in a freezing unsaturated porous medium[J]. Water Resource Research, 1980, 117: 811-819.
14	单海超, 郝巨涛, 刘增宏. 水工沥青混凝土低温收缩系数的研究[J]. 中国水利水电科学研究院学报, 2011, 9(3): 200-204.
	Shan Hai-chao, Hao Ju-tao, Liu Zeng-hong. Research on low temperature shrinkage coefficient of hydraulic asphalt concrete[J]. Journal of China Institute of Water Resources and Hydropower Research, 2011, 9(3): 200-204.
15	白伟. 沥青路面传热性能的试验分析研究[D]. 西安: 长安大学公路学院, 2012.
	Bai Wei. Experimental analysis and research on heat transfer performance of asphalt pavement[D].Xi´an:School of Highways, Chang 'an University, 2012.
16	李艳. 基于超声波的冰力学性能参数研究[D]. 太原: 太原理工大学水利科学与工程学院, 2019.
	Li Yan. Research on mechanical properties parameters of ice based on ultrasound [D].Taiyuan:School of Hydraulic Science and Engineering, Taiyuan University of Technology,2019.
17	沈观林. 复合材料力学[M]. 北京: 清华大学出版社, 1996.
18	严作人. 层状路面体系的温度场分析[J]. 同济大学学报, 1984(3): 76-85.
	Yan Zuo-ren. Analysis of the temperature field in layered pavement system[J]. Journal of Tongji University, 1984(3): 76-85.

Related Articles 15

[1]	Yan-hai YANG,Bai-chuan LI,Ye YANG,Chong-hua WANG,Liang YUE. Aggregate ellipsoidal surface base reconstruction with virtual splitting tests [J]. Journal of Jilin University(Engineering and Technology Edition), 2025, 55(2): 653-663.
[2]	Teng-fei NIAN,Zhao HAN,Zhi-qiang WEI,Guo-wei WANG,Jin-guo GE,Ping LI. Mesoscopic numerical modeling method of asphalt mix considering aggregate morphology [J]. Journal of Jilin University(Engineering and Technology Edition), 2025, 55(2): 639-652.
[3]	Wan-feng WEI,Ling-yun KONG,Wei-an XUAN,Fan YANG,Peng GUO. Review of characteristics of asphalt foaming and moisture sensitivity of warm mix mixtures [J]. Journal of Jilin University(Engineering and Technology Edition), 2025, 55(1): 20-35.
[4]	Feng-chun GUO,Hai-peng BI,Hai-tao WANG,Shu-zheng WU,Hong-yu YANG. Viscoelastic behavior of carbon nano powder modified asphalt based on time-temperature equivalence [J]. Journal of Jilin University(Engineering and Technology Edition), 2025, 55(1): 221-229.
[5]	Ya-ning CUI,Chun-di SI,Tao-tao FAN,Fei WANG. Analysis on crack propagation of asphalt bridge deck pavement under water-force coupling action [J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(7): 1988-1996.
[6]	Ying-li GAO,Xiao-lei GU,Mei-jie LIAO,Xin-lang HU,Yu-tong XIE. Rheological properties and modification mechanism of SiO₂ aerogel/reactive elastomer terpolymer/Polyphosphoric acid composite modified asphalt [J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(7): 1978-1987.
[7]	Yong-li XU,Xu-lan YANG,Ji-sen ZHOU,Song-han YANG,Ming-gang SUN. Asphalt fume composition of warm mix asphalt and smoke suppression performance of warm mix agent [J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(6): 1701-1707.
[8]	Xiao-kang ZHAO,Zhe HU,Zhen-xing NIU,Jiu-peng ZHANG,Jian-zhong PEI,Yong WEN. Meso-cracking behavior of cement-stabilized macadam materials based on heterogeneous model [J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(5): 1258-1266.
[9]	Tong-tong WAN,Hai-nian WANG,Wen-hua ZHENG,Po-nan FENG,Yu CHEN,Chen ZHANG. Thermal contraction deformation behavior of asphalt mixture overlay with coordination of unbound aggregate layer [J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(4): 1045-1057.
[10]	Jin XU,Zheng-huan CHEN,Qi-shuo LIAO,Zhan-ji ZHENG,He-shan ZHANG. Mental workload of drivers at high-density interchanges of freeways based on ECG data [J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(10): 2807-2818.
[11]	Hong-zhou ZHU,Chun-li SU,Nai-peng TANG,Jun-yao WEI,Hong-jun SUN. Sampling and quantitative analysis method of emissions from crumb rubber modified asphalt [J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(10): 2922-2929.
[12]	Jun CHEN,Zhen-hao SUN,Cheng ZHAO,Xin-yi WU,Jun-peng WANG. Laboratory investigation on cooling effect of multi-layer phase change asphalt concrete [J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(1): 180-187.
[13]	Nai-peng TANG,Chen-yang XUE,Shao-peng LIU,Hong-zhou ZHU,Rui LI. Review on aging mechanism， characterization and evaluation of crumb rubber modified asphalt [J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(1): 22-43.
[14]	Zhuang WANG,Zhen-gang FENG,Dong-dong YAO,Qi CUI,Ruo-ting SHEN,Xin-jun LI. Research progress of conductive asphalt concrete [J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(1): 1-21.
[15]	Sheng-qian ZHAO,Zhuo-hong CONG,Qing-long YOU,Yuan LI. Adhesion and raveling property between asphalt and aggregate： a review [J]. Journal of Jilin University(Engineering and Technology Edition), 2023, 53(9): 2437-2464.

Metrics

Viewed

Full text

Abstract

Cited

Shared

Discussed

Comments

Recommended 0

No Suggested Reading articles found!

级配类型	空隙率/%	各筛孔通过率/%
级配类型	空隙率/%	16.0	13.2	9.5	4.75	2.36	1.18	0.6	0.3	0.15	0.075
13-Ⅰ	20	100.0	96.5	66.1	18.8	15.0	11.5	8.7	6.1	5.4	4.6
13-Ⅱ	23	100.0	91.6	61.3	16.7	13.2	10.2	7.2	5.8	5.1	4.3
13-Ⅲ	25	100.0	90.0	60.0	13.2	12.1	10.2	9.0	7.8	6.5	5.6
16-Ⅰ	20	95.0	80.0	57.5	21.0	16.0	12.0	9.5	7.5	5.5	4.0
16-Ⅱ	23	92.0	72.8	46.2	16.8	14.2	12.0	10.2	8.4	7.2	6.0
16-Ⅲ	25	90.0	70.0	45.0	12.0	10.0	6.0	4.0	3.0	3.0	2.0

级配类型	骨料尺寸/mm					空隙等效直径/mm
级配类型	15	12	7	4	2	4.75	2.36
13-Ⅰ	-	7	43	100	282	28	99
13-Ⅲ	-	7	45	105	294	33	114
13-Ⅲ	-	7	48	111	311	35	124
16-Ⅱ	2	8	41	93	259	28	99
16-Ⅱ	2	8	43	97	271	33	114
16-Ⅲ	2	8	44	99	279	35	124

级配类型	E	级配类型	E
13-Ⅰ	526	16-Ⅰ	559
13-Ⅱ	437	16-Ⅱ	462
13-Ⅲ	380	16-Ⅲ	302

Damage effects of water⁃heat⁃force coupling in permeable asphalt mixture in cold region

RICH HTML

PDF (PC)