參考文獻 |
【1】American Lifelines Alliance, ”Seismic Guideline for Water Pipelines”, 2005
【2】Peixth Shi and Thomas D. O’rourke, ”Seismic Response Modeling of Water Supply Systems”, Technical Report MCEER-08-0016,Cornell University,2008
【3】日本下水道協會,「下水道設施的耐震對策指針與解說」,1997
【4】中华人民共和国建设部,「室外给水排水和燃气热力工程抗震设计规范」,中国建筑工业出版社,2003
【5】中華民國自來水協會,「自來水設備工程設施標準解說」, 1995
【6】張吉佐、黃崇仁、陳思宏,「水平導向鑽掘工法之探討」,HDD 工法之設計問題探討,中興工程顧問股份有限公司,2000。
【7】ADS, ”Drainage Handbook”, Advanced Drainage System Inc.,2010
【8】環境工程委員會,「下水道管渠工程設計指南」,中國土木水利工程學會,1984。
【9】Homer W. Parker, ”Waster Systems Engineering”,1978
【10】ASCE,” Design and Construction of Sanitary and Storm Sewers: WPCF Manual of Practice No. 9/ASCE Manual on Engineering Practice No. 37”,1991
【11】鄒平華等人,「直埋敷設供熱管道垂直荷載計算方法的研究」,暖通空調HV&AC,第35卷第11期,2005
【12】Teruhisa Masada, ”Modified IOWA Formula for Vertical Deflection of Buried Flexible Pipe”,pp.440~446,Journal of Transportation Engineering ,2000
【13】J. D. Hartley, and J. M. Duncan, “E’ and Its Variation with Depth.” J. Transp. Engrg., ASCE, 113(5), 538–553, 1987
【14】D. N. Adams, T. Muindi, and E. T. Selig, ”Polyethylene Pipe under High Fill.”, Transp. Res. Rec. 1231, Transportation Research Board, Washington, D.C., 88–95, 1989
【15】A. P. Moser, ‘‘Structural Performance of Buried 48-inch Diameter N-12 HC Polyethylene Pipes.’’ Rep. to Advanced Drainage Systems (ADS), Inc., Buried Struct. Lab., Utah State University, Logan, Utah, 1994
【16】T. Masada, ‘‘Structural Performance of Profile-wall Plastic Pipes under Relatively Shallow Soil Cover and Large Surface Loading.’’ PhD dissertation, Coll. of Engrg. and Technol., Ohio University, Athens, Ohio, 1996
【17】S. Singh; N. Sivakugan, and S. K. Shukla, “Can Soil Arching Be Insensitive to ?”, International Journal of Geomechanics © ASCE, Vol. 10, No. 3, pp.124-128, 2010
【18】K. Pirapakaran, and N. Sivakugan, “A Laboratory Model to Study Arching Within a Hydraulic Fill Stope”, Geotech. Test. J., 30(6), pp.496–503, 2007
【19】R. L. Handy, “The Arch in Soil Arching”, J. Geotech. Engrg., 111(3), pp.302–318, 1985
【20】R. L. Handy, and M. G. Spangler, “Geotechnical Engineering- Soil and Foundation Principles and Practice”, 5th Edition, McGraw-Hill, New York, 2007.
【21】AASHTO, “HB-17 Standard Specifications for Highway Bridges”, 17th Edition, American Association of State and Highway Transportation Officials, 2002
【22】ASTM International, “ASTM D2487 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)“, 2010
【23】ASTM International, “ASTM D2321 Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications”, 2009
【24】AASHTO, “AASHTO M 145 Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes”, American Association of State Highway and Transportation Officials, 1991
【25】AASHTO, “AASHTO M 43 Standard Specification for Sizes of Aggregate for Road and Bridge Construction”, American Association of State Highway and Transportation Officials, 2005
【26】AASHTO, “AASHTO LRFD Bridge Design Specifications, Section 12. Buried Structures and Tunnel Liners”, American Association of State Highway and Transportation Officials, 2007
【27】M. Ameri-Gaznon, “Permanent Deformation Potential in Sphalt Concrete Overlays over Portland Cement Concrete Pavements”, PhD thesis, Texas A&M University, College Station, Tex. 1989
【28】T. F. Fwa, S. A. Tan, and L. Y. Zhu, “Rutting Prediction of Asphalt Pavement Layer Using C –φ Model”, Journal of Transportation Engineering, Vol.130, No. 5, September 1, 2004
【29】N. Gurung, “A Laboratory Study on The Tensile Response of Unbound Ranular Base Road Pavement Model Using Geosynthetics, Geotextiles and Geomembranes, 21 ,pp.59–68, 2003
【30】G. D. Airey, A. C. Collop, N. H. Thom, “Mechanical Performance of Asphalt Mixtures Incorporating Slag and Glass Secondary Aggregates”, In Proceedings of the Eighth Conference on Asphalt Pavements for outhern Africa, South Africa, Sun City, 2004.
【31】Zhongjie Zhang, Murad Y. Abu-Farsakh, And Mingjiang Tao, “Evaluation of Trench Backfills at Highway Cross-Drains”, The International Journal of Pavement Engineering, Vol. 6, No. 2, pp. 77–87, 2005
【32】R.W.I. Brachman and R.P. Krushelnitzky, “Response of A Landfill Drainage Pipe Buried in A Trench”, Canadian Geotechnical Journal, 42, pp.752-762, 2005
【33】N.M. Newmark, “Problems in Wave Propagation in Soil and Rocks”, Proceedings of Materials, University of New Mexco Press, Albuquerque, NM. 1967
【34】N.M. Newmark, “Torsion in Symmetrical Buildings”, Proceedings of The Fourth World Conference on Earthquake Engineering, Santiago,Chile,1969
【35】N. S. Muhammad, B. C. Bodhinayake, “Non-Linear Finite Element Analysis of Flexible Pavements”, Advances in Engineering Software 34, pp.657–662, 2003
【36】J.G.S. da Silva, “Dynamical Performance of Highway Bridge Decks with Irregular Pavement Surface, Computers and Structures 82, pp.871–881, 2004
【37】AASHTO, “AASHTO Guide to Design of Pavement Structures”, Washington DC, American Association of State Highway and Transportation Officials, 1993
【38】M. G. Symons, and D. C. Poli, “Stabilisation of Pavement Soils from South Australia”, A research report, Structural Materials and Assemblies Group, University of South Australia; 1996.
【39】H. Akbulut, K. Aslantas, “Finite Element Analysis of Stress Distribution on Bituminous Pavement and Failure Mechanism”, Materials and Design 26, pp.383–387, 2005
【40】Thomas Kasper, Gu¨nther Meschke, “A Numerical Study of The Effect of Soil and Grout Material Properties and Cover Depth in Shield Tunnelling”, Computers and Geotechnics 33, pp. 234–247, 2006
【41】J.G.S. da Silva, “Dynamical Performance of Highway Bridge Decks with Irregular Pavement Surface”, Computers and Structures 82, pp.871–881, 2004
【42】William T. Thomson, “Theory of Vibration with Applications”, pp.302, Second Edition, 1981
【43】Braja M. Das, “Fundamentals of Soil Dynamics”, pp.44, 1983
【44】內政部營建署,「寬頻管道工程設計及施工規範」,pp.16,2008
【45】The Engineering ToolBox, “Polymers - Physical Properties”,
http://www.engineeringtoolbox.com/material-properties-t_24.html
【46】南亞塑膠工業(廈門)有限公司,「南亞PVC管規格」, http://www.nypc.com.cn/
【47】ACI Committee 318, “ACI 318-08 Building Code Requirements for Structural Concrete and Commentary”, 2008
【48】營建署,「寬頻管道工程設計及施工規範-施工篇」,2008
【49】柴希文、謝佩昌,「礦物摻料在高流動低強度回填料的應用」,應用礦物摻料提昇混凝土品質研討會論文集,台灣營建研究院,1999 年8 月
【50】Thomas Kasper, Gu¨nther Meschke, “A Numerical Study of the Effect of Soil and Grout Material Properties and Cover Depth in Shield Tunnelling”, Journal of Computers and Geotechnics, vol.33, pp.234–247, 2006
【51】Assaf Klar, y, z, Ashraf, S. Osman, and Malcolm Bolton,”2D and 3D Upper Bound Solutions for Tunnel Excavation Using ‘Elastic’ Flow Fields”, International Journal for Numerical and Analytical Methods in Geomechanics, 2007
【52】張大猷,「熱探針連續量測法應用於緩衝材料熱傳導係數之量測與分析」,碩士論文,國立中央大學土木系,2004
【53】莊貿欽,「營建剩餘土石方再利用於路基之研究」,國立台灣科技大學,營建工程系,2008
|