Volume 9 Issue 6
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2009  >  9(6): 7-10
PEI Jian-zhong, CHANG Ming-feng, CHEN Shuan-fa. Prediction model of bulk modulus reduction for porous asphalt pavement[J]. Journal of Traffic and Transportation Engineering, 2009, 9(6): 7-10. doi: 10.19818/j.cnki.1671-1637.2009.06.002
Citation: PEI Jian-zhong, CHANG Ming-feng, CHEN Shuan-fa. Prediction model of bulk modulus reduction for porous asphalt pavement[J]. Journal of Traffic and Transportation Engineering, 2009, 9(6): 7-10. doi: 10.19818/j.cnki.1671-1637.2009.06.002
shu

Prediction model of bulk modulus reduction for porous asphalt pavement

doi: 10.19818/j.cnki.1671-1637.2009.06.002

  • Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, Xi'an 710064, Shaanxi, China

More Information
  • Author Bio:

    PEI Jian-zhong (1976-), male, associate professor, PhD, +86-29-82334681, jianzhongpei@163.com

  • Received Date: 2009-08-16
  • Publish Date: 2009-12-25
    Abstract
  • According to the reduction process of bulk modulus for porous asphalt pavement, the three parameters of Gompertz prediction model were calculated, a prediction model of the reduction of bulk modulus was proposed, and the change rules of air void content with time were analyzed.The result indicates that the theoretical curve and predicted curve of bulk modulus reduction are basically consistent for porous asphalt pavement with 12 years' service life.The minimum error rate between the predicted value and the theoretical value is 0.126%, and the maximum error rate is 1.997%.The air void content decreases logarithmically and the decreasing trend is smooth as the air void content is less than 16%.Therefore, the prediction model is feasible to study the bulk modulus reduction of porous asphalt pavement.

     

    • FullText(HTML)
  • loading
    • References(12)
  • [1]
    汪海年, 郝培文, 吕光印. 沥青混合料内部空隙分布特征[J]. 交通运输工程学报, 2009, 9 (1): 6-11. doi: 10.3321/j.issn:1671-1637.2009.01.002

    WANG Hai-nian, HAO Pei-wen, LU Guang-yin. Distribu-tion properties of internal air voids in asphalt mixtures[J]. Journal of Traffic and Transportation Engineering, 2009, 9 (1): 6-11. (in Chinese) doi: 10.3321/j.issn:1671-1637.2009.01.002
    [2]
    JU REZ TOM S M S, DE LABANDA E B, DE RUIZ HOLGADO A P, et al. Estimation of vaginal probiotic lacto-bacilli growth parameters with the application of the Gompertz model[J]. Canadian Journal of Microbiology, 2002, 48 (1): 82-92. doi: 10.1139/w01-135
    [3]
    FRANK T D. Multivariate Markov processes for stochastic systems with delays: application to the stochastic Gompertz model with delay[J]. Physical Review E, 2002, 66 (1): 1-8.
    [4]
    CELEKLI A, BALCI M, BOZKURT H. Modelling of scenedes-mus obliquus; function of nutrients with modified Gompertz model[J]. Bioresource Technology, 2008, 99 (18): 8742-8747. doi: 10.1016/j.biortech.2008.04.028
    [5]
    余闯, 刘松玉. 路堤沉降预测的Gompertz模型应用研究[J]. 岩土力学, 2005, 26 (1): 82-86. doi: 10.3969/j.issn.1000-7598.2005.01.017

    YU Chuang, LI U Song-yu. Study on prediction of embank-ment settlement with the Gompertz model[J]. Rock and Soil Mechanics, 2005, 26 (1): 82-86. (in Chinese) doi: 10.3969/j.issn.1000-7598.2005.01.017
    [6]
    吴起星, 胡辉. 基于Gompertz成长曲线的真空预压软土沉降规律分析[J]. 岩石力学与工程学报, 2006, 25 (Supp. 2): 3600-3606. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2006S2040.htm

    WU Qi-xing, HU Hui. Law analysis of soft soil settlement treated by vacuum preloading based on Gompertz growth curve[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25 (Supp. 2): 3600-3606. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2006S2040.htm
    [7]
    邹德强. 高填方路基沉降反演及预测方法的研究[D]. 长沙: 长沙理工大学, 2004.

    ZOU De-qiang. Study on back-analysis and prediction method for high embankment settlement[D]. Changsha: Changsha University of Science and Technology, 2004. (in Chinese)
    [8]
    徐晓宇. 高填方路基沉降变形特性及其预测方法研究[D]. 长沙: 长沙理工大学, 2005.

    XU Xiao-yu. The research on settlement character and pre-diction method for high embankment[D]. Changsha: Changsha University of Science and Technology, 2005. (in Chinese)
    [9]
    叶朝良, 林育墚. 龚帕斯曲线方程在沉降预测中的应用[J]. 石家庄铁道学院学报, 2005, 18 (1): 44-46. doi: 10.3969/j.issn.2095-0373.2005.01.012

    YE Chao-liang, LI N Yu-liang. Application of Compertz curve equationin settlement prediction[J]. Journal of Shijiazhuang Rail way Institute, 2005, 18 (1): 44-46. (in Chinese) doi: 10.3969/j.issn.2095-0373.2005.01.012
    [10]
    赵明华, 吴建宁, 陈昌富, 等. 基于龚帕斯生长曲线的高填石路堤沉降规律分析[J]. 中国岩溶, 2005, 24 (2): 115-118. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGYR200502005.htm

    ZHAO Ming-hua, WU Jian-ning, CHEN Chang-fu, et al. Analysis to high rockfill embankment settlement on the basis of Compertz growth curve[J]. Carsologica Sinica, 2005, 24 (2): 115-118. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGYR200502005.htm
    [11]
    史謌, 杨东全, 杨慧珠. 岩石的孔隙弹性研究[J]. 北京大学学报: 自然科学版, 2000, 36 (2): 214-220. doi: 10.3321/j.issn:0479-8023.2000.02.012

    SHI Ge, YANG Dong-quan, YANG Hui-zhu. The research of rock poroelasticity[J]. Acta Scientiarum Naturalium Universitatis Pekinensis, 2000, 36 (2): 214-220. (in Chinese) doi: 10.3321/j.issn:0479-8023.2000.02.012
    [12]
    MAVKO G, MUKERJI T. Seismic pore space compressibility and Gassmann s relation[J]. Geophysics, 1995, 60 (6): 1743-1749.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (508) PDF downloads(269) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return