滨海细砂路基沉陷机理
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作者单位:

同济大学道路与交通工程教育部重点实验室,同济大学道路与交通工程教育部重点实验室,中国路桥工程有限责任公司

中图分类号:

U416.1

基金项目:

财政部专项资金(2012MF001);上海市科学技术委员会科研计划(11231201900)


Settlement Mechanism of Fine Sand Subgrade in Coastal Area
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    摘要:

    为了揭示滨海细砂路基沉陷机理,在实地调研和文献调研的基础上,通过路基湿度状态分析、重复动三轴试验和固结变形试验,研究基于淤塞效应的滨海细砂路基累积沉降量.研究结果表明:滨海细砂路基沉陷主要由细砂渗流—迁移—淤塞现象引发的细砂路基动力变形、固结变形以及砂土流失三部分组成;施工期间,高雨强条件下降雨入渗水流引发细砂迁移—淤塞现象,使得砂芯长时间处于高含水率状态;运行期间,淤塞且过湿的砂芯在重载交通和土压力长期作用下出现过量的动力变形和少量固结变形,从而引发细砂路基沉陷现象.

    Abstract:

    In order to reveal the settlement mechanism of fine sand subgrade in coastal area, on the basis of a great deal of field investigations and literature research, the fine sand subgrade accumulated settlement based on silting effect was investigated through the humidity analysis, the repeated threeaxis test and the consolidation deformation test. It is pointed out that the fine sand subgrade settlement in coastal area is mainly composed of three parts: permanent deformation, consolidation deformation and sand loss due to fine sand seepagemigrationsilting phenomenon. During the construction period, the rainfall intensity conditions of large rainfall infiltration water causes fine sand migrationsilting phenomenon and makes sand core for a long time in the state of high water content. During the operation, the silting and wet sand core appears excessive permanent deformation in the heavy load traffic. The silting and wet sand core appears consolidation deformation under the effect of soil pressure for a long time. Finally, fine sand subgrade settlement appears.

    参考文献
    [1]Qian Jin-song, Wang Peng, Tan Peng. Application of fine sand in coastal areas as subgrade filling[C]. Shanghai: International Conference on Geotechnical Engineering: Pavement Materials, Structures, and Performance, 2014: 395-402.
    [2]张宏,钱劲松,戴清,孙文州.长江口细砂作为路基填料的工程特性研究[J]. 建筑材料学报, 2012, 15(2):236-240.Zhang Hong, Qian Jin-song, Dai Qing, Sun Wen-zhou. Engineering properties of the fine sand of Yangtze estuary for subgrade filling[J]. Journal of building materials, 2012, 15(2):236-240.
    [3]谭鹏,曹长伟,资西阳,杨雨林,余路. 滨海细砂作为公路路基填料的工程特性研究[J].公路工程,2014,39(1): 94-98.Tan Peng, Cao Chang-wei, Zi Xi-yang, Yang Yu-lin, Yu Lu. Engineering properties of the fine sand of coastal area for highway subgrade filling[J]. Highway engineering, 2014,39(1): 94-98.
    [4]曹长伟,罗志刚. 非洲滨海公路沿线粉细砂工程特性研究[J].公路,2015,(9):78-83.Cao Chang-wei, Luo Zhi-gang. Engineering properties of silty fine sands along the coastal highway in Africa[J].Highway,2015,(9):78-83.
    [5]张大伟. 长江口细砂在高等级道路工程中的应用[J].城市道桥与防洪,2002,(4):33-37.Zhang Da-wei. Application of the fine sand of Yangtze estuary in high grade road engineering[J]. Urban roads bridges flood control, 2002,(4):33-37.
    [6]张海霞.细砂路堤结构体系及力学特性研究[D].上海:同济大学,2009.Zhang Hai-xia. Analysis of optimum structural system and mechanical properties of fine sand filling embankment[D].Shanghai: Tongji university, 2009.
    [7]钱劲松,王朋,凌建明,王海林.潮湿多雨地区高速公路路基湿度的实测特征[J].同济大学学报(自然科学版), 2013, 41(12):1812-1817.Qian Jin-song, Wang Peng, Ling Jian-ming, Wang Hai-lin. In-situ investigation of subgrade moisture of expressway in humid zone[J]. Journal of tongji university(natural science), 2013, 41(12):1812-1817.
    [8]谭鹏.细砂路基病害机理及诊断技术[D].上海:同济大学,2016.Tan Peng. Disease Mechanism and Diagnosis Technology of Fine Sand Subgrade[D].Shanghai: Tongji university, 2016.
    [9]Muhanna A.S. A testing procedure and a model for resilient modulus and accumulated plastic strain of cohesive subgrade soils[D]. North Carolina: North Carolina State Universtiy,1994.
    [10]Muhammad A.S., Rahman M.S, and Lambe P.C. Model for resilient modulus and permanent strain of sub grade soils[J].Washington, D.C.,TRR, Journal of the transportation research record,1998,1619:85-93.
    [11]王昆耀,常亚屏,陈宁. 往返荷载下粗粒土的残余变形特性[J].土木工程学报,2000,33(3):48-53.Wang Kun-yao, Chang Ya-ping, Chen Ning. Residual deformation characteristics of coarse-grained soils under cyclic loading[J]. China civil engineering Journal,2000,33(3):48-53.
    [12]徐家钰,程家驹. 道路工程(第二版) [M].上海:同济大学出版社, 2004.Xu Jia-yu, Cheng Jia-ju. Road engineering(Second Edition) [M].Shanghai: Tongji university, 2004.
    [13]JTG D50-2006. 公路沥青路面设计规范[S].北京:中华人民共和国交通部,2007.JTG D50-2006. Specifications for design of highway asphalt pavement[S].Beijing: Ministry of Transport of the People’s Republic of China, 2007.
    [14]C L Monismith etal. Permanent deformation characteristics of subgrade soils due to repeated loading [A]. TRR 537, TRB[C]. Washington D C: 1975 1-7.
    [15]Lentz, R.W. Permanent deformation of a cohesionless subgrade material under cyclic loading, PhD Dissertation, Michigan State University, East Lansing,USA,1979
    [16]Tseng, K-H, and Lytton, R.L. Prediction of permanent deformation in flexible pavement materials. Implication of Aggregates in the Design, Construction, and Performance of Flexible Pavement , ASTM STP 1016, ASTM, Philadephia, PA, 1989:154-172.
    [17]AASHTO. Guide for design of pavement structures[S]. American Association of State Highway and Transportation Officials, 2002.
    [18]Chai J. C., N. Miura. Traffic-load-induced permanent deformation of road on soft subsoil. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.128, No.11, 2002, pp.907-915.
    [19]Suppaki Chomtid. Plastic Deformation Potentials of Subgrade Soils rom Repeated Load Trixial Test. Ph. D Dissertation, the Univ. of Texas at Arlington.2003.
    [20]Zhao Y. S., Dennis N. D., Elliott R. P. Prediction of subgrade permanent strain using simple soil properties. Geo. Trans. 2004.1076-1085.
    [21]海南省公路勘察设计院,同济大学.滨海旅游公路粉细砂路基修筑技术研究[R].海口:海南省公路勘察设计院,2014.Hainan Province Highway Survey and Design Institute, Tongji university. Study on construction technology of highway fine sand subgrade in coastal tourist area[R].Haikou: Hainan Province Highway Survey and Design Institute,2014.
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谭鹏,凌建明,曹长伟.滨海细砂路基沉陷机理[J].同济大学学报(自然科学版),2017,45(03):0347~0354

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  • 收稿日期:2016-04-12
  • 最后修改日期:2016-12-30
  • 录用日期:2016-12-07
  • 在线发布日期: 2017-04-01
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