Experimental Study on Application of Haydite Concrete to Tunnel Pavement

Journal of Chongqing Jiaotong University(Natural Science) ›› 2010, Vol. 29 ›› Issue (3): 367-370.

Previous Articles Next Articles

Experimental Study on Application of Haydite Concrete to Tunnel Pavement

BAI Shan-yun¹,LIU Jun²,LING Tian-qing³,DONG Qiang³,WANG Rui-yan³,ZHENG Zhi-neng³

1.Hu-Rong-Xi Highway Construction Command,Wuhan 445000,Hubei,China;2.Highway Scientific Research Institute of Communications Ministry,Beijing 100888,China;3.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China

Received:2010-01-21 Revised:2010-04-13 Online:2010-06-15 Published:2015-01-22

陶粒混凝土应用于隧道路面的试验研究

白山云¹,刘俊²,凌天清³,董强³,王瑞燕³,郑智能³

1.湖北省沪蓉西高速公路建设指挥部, 湖北武汉 445000;2.交通部公路科学研究院, 北京 100888; 3.重庆交通大学土木建筑学院, 重庆 400074

作者简介:白山云(1954—), 男, 山西浮山人, 教授级高工, 主要从事高速公路建设与科技管理。E-mail:bobyfu@tom.com。

Abstract

Abstract: The influence of haydite' s proportion on the rupture modulus and abrasion resistance performance of the concrete has been researched by experiment.Furthermore, through the application of haydite concrete to the tunnel pavement, it is proved that the haydite concrete can reduce vehicle noises, which is based on the condition that the slab's mechanical performance and abrasion resistance performance are ensured.

Key words: road engineering, haydite concrete, pavement;anti-rupture modulus;abrasion resistance performance;noises

摘要： 试验研究了陶粒掺量对混凝土抗折模量、耐磨性能的影响。并通过隧道工程实际应用,证明陶粒混凝土可以在保证路面板力学性能和耐磨性能的前提下,降低行车噪音。

关键词: 道路工程, 陶粒混凝土, 路面, 抗折模量, 耐磨性, 噪声

CLC Number:

TU528.37

BAI Shan-yun,LIU Jun,LING Tian-qing,DONG Qiang,WANG Rui-yan,ZHENG Zhi-neng. Experimental Study on Application of Haydite Concrete to Tunnel Pavement[J]. Journal of Chongqing Jiaotong University(Natural Science), 2010, 29(3): 367-370.

白山云,刘俊,凌天清,董强,王瑞燕,郑智能. 陶粒混凝土应用于隧道路面的试验研究[J]. 重庆交通大学学报（自然科学版）, 2010, 29(3): 367-370.

[1]	YE Juntao, ZHANG Dawei. Estimation Method of Mean Texture Depth for Cement Concrete Pavements [J]. Journal of Chongqing Jiaotong University(Natural Science), 2026, 45(1): 7-14.
[2]	YUE Hongzhi1,2, CHEN Yingjiao3, ZHAO Lin1,2, ZHOU Haifang3, LYU Quan4. Pavement Performance of Chemically Activated Terminal Blend Rubber Powder Modified Asphalt Mixtures [J]. Journal of Chongqing Jiaotong University(Natural Science), 2025, 44(7): 59-66.
[3]	XU Xinquan1, HU Yuanjiao2, WENG Yuhan3, HE Weijie1. Road surface texture is a key factor affecting the skid resistance performance. To further study its influence mechanism and to solve the problem of limited accuracy of traditional prediction methods under multi-feature data conditions, a pavement skid resistance performance assessment model based on the fusion of Bayesian optimization algorithm (BOA) and extreme gradient boosting (XGBoost) was proposed. Firstly, specimens phalt mixtures of different gradation types were prepared. Friction data and 3D texture data of the specimen surface were respectively obtained by using a pendulum friction meter and a 3D laser scanning device. Secondly, the height, the wavelength and shape parameters were extracted to describe the texture structure, and the texture feature importance analysis was carried out to clarify the factors that significantly affected the skid resistance. Then, the optimal key parameters were improved by introducing of the model BOA-XGBoost and the prediction model of skid resistance performance was established. The research results show that compared with the comparative models, the proposed model has higher accuracy, with a correlation coefficient R2 of 0.890 6, which is 25.2%, 13.0%, and 15.1% higher than those of the comparative models, respectively. The proposed model can effectively correlate texture features with pavement skid resistance performance. [J]. Journal of Chongqing Jiaotong University(Natural Science), 2025, 44(6): 35-44.
[4]	WANG Lijun, FANG Qingtian. Microwave Warming Performance of Ferrite-Silicon Carbide Asphalt Mixture [J]. Journal of Chongqing Jiaotong University(Natural Science), 2025, 44(6): 53-63.
[5]	MA Hongyan1, WENG Mingsheng1, HUANG Renjie1, XU Song1, ZHENG Litang2. Shear Strength Characteristics and Prediction Model of Polypropylene Fiber Modified Red Clay under Dry-Wet Cycle [J]. Journal of Chongqing Jiaotong University(Natural Science), 2025, 44(3): 33-39.
[6]	WANG Chao, SUN Yanguang, REN Zhengyang. Fatigue and Fracture Behavior Mechanism of Asphalt Based on Damage Tolerance Design Theory: Feature Discrimination,Mechanistic Criterion and Performance Prediction [J]. Journal of Chongqing Jiaotong University(Natural Science), 2025, 44(1): 8-16.
[7]	WANG Yuanyuan1,LI Renjie2,LIU Yanyan3,ZHANG Hengtong2,LIU Dezheng2. Laser-Constrained Binocular Robust Algorithm for Measuring 3D Texture of Pavement [J]. Journal of Chongqing Jiaotong University(Natural Science), 2024, 43(2): 24-29.
[8]	BAO Xueying1, ZHAO Jinxia1, BAN Xinlin2,3, XU Jianchao2,3. Risk Factors of Railway Bridge and Tunnel Engineering Technology Interface [J]. Journal of Chongqing Jiaotong University(Natural Science), 2023, 42(9): 18-26.
[9]	LI Zhiyong, ZHU Shangshu. Road Performance of Light-Colored Pavement Materials [J]. Journal of Chongqing Jiaotong University(Natural Science), 2023, 42(2): 37-43.
[10]	CAI Fengjie, FENG Zhengang, YAO Dongdong, CHEN Tingting, WEI Jincheng. Rapid Detection Method of Asphalt Creep Recovery Performance [J]. Journal of Chongqing Jiaotong University(Natural Science), 2023, 42(1): 54-59.
[11]	LI Shanghui1, QUE Yun2, ZHAN Xiaojun2. Experimental Study on Non-equilibrium Flow and Instability Characteristics on Macropores Slope under Rainfall Conditions [J]. Journal of Chongqing Jiaotong University(Natural Science), 2022, 41(12): 104-111.
[12]	PENG Bo1, YANG Zhongchang1, REN Ziming2, WU Shiyuan3, DU Bingjie2. Crack Resistance Performance of Cement-Soil Stabilized RAP Mixture Based on Pre-slit Test [J]. Journal of Chongqing Jiaotong University(Natural Science), 2022, 41(05): 92-99.
[13]	ZHAO Wei. Experimental Study on Performance of Nano-montmorillonite/SBS Composite Mixed Modified Asphalt [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(07): 118-122.
[14]	WANG Qingzhou1, SUN Chao1, TAN Aolong2, WEI Lianyu1. Experimental Study on Expansion Force of Expansive Remolded Mudstone [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(04): 112-117.
[15]	SONG Jinhua, XIN Pengfei. Geometric Characteristics of Asphalt Pavement Deflection Basin under FWD Load [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(11): 92-98.

Experimental Study on Application of Haydite Concrete to Tunnel Pavement

陶粒混凝土应用于隧道路面的试验研究

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics