{"id":990384,"date":"2021-09-23T18:53:36","date_gmt":"2021-09-23T18:53:36","guid":{"rendered":"https:\/\/itmdev.sansserif.co.th\/?page_id=990384"},"modified":"2025-11-11T17:08:26","modified_gmt":"2025-11-11T10:08:26","slug":"dr-pongpipat-anantanasakul","status":"publish","type":"page","link":"https:\/\/www.eg.mahidol.ac.th\/dept\/egce\/dr-pongpipat-anantanasakul\/","title":{"rendered":"Dr.Pongpipat Anantanasakul"},"content":{"rendered":"\t\t
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Assoc.Prof.Dr.Pongpipat Anantanasakul<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Email : pongpipat.ana@mahidol.ac.th<\/p>

Tel: 02-889-2138 Ext 6398<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t

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Education<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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  • Ph.D. (Civil\u00a0Engineering) \u00a0 <\/strong>
    Oregon State University, USA: 2010<\/li>
  • M.Sc. (Civil Engineering)<\/strong>
    University of Stuttgart, Germany: 2004<\/li>
  • B.Eng. (Civil Engineering)<\/strong>
    Kasetsart university, Thailand: 2001<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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    Research Interests<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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    • Geotechnical engineering<\/li>
    • Deep foundation and excavation<\/li>
    • Advanced laboratory and field testing<\/li>
    • Geotechnical finite element modeling<\/li>
    • Railway\u00a0geotechnology<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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      Courses<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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      • EGCE 331 Soil Mechanics<\/li>
      • EGCE 333 Foundation Engineering<\/li>
      • EGCE 435 Underground Construction<\/li>
      • EGCE 581 Engineering Properties of Soil (Postgraduate level)<\/li>
      • EGCE 596 Finite Element Analysis for Geotechnical Engineering (Postgraduate level)<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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        Selected Journal Articles<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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        1. Anantanasakul, P<\/strong>., Yamamuro, J.A., and Lade, P.V. (2012). Three-dimensional drained behavior of normally consolidated anisotropic kaolin clay. Soils and Foundations, 52(1), pp. 146-159.<\/li>
        2. Anantanasakul, P.<\/strong>, Yamamuro, J.A., and Kaliakin, V.N. (2012). Stress-strain and strength characteristics of silt-clay transition soils. Journal of Geotechnical and Geoenvironmental Engineering ASCE, 138(10), pp. 1257-1265.<\/li>
        3. Anantanasakul, P.<\/strong>, and Roth, C. (2018). Undrained behavior of silt-clay transition soils with varying degrees of overconsolidation. Journal of GeoEngineering, 13(1), pp. 1-12.<\/li>
        4. Chaosittichai, G., and Anantanasakul, P.<\/strong> (2018). Field experimental study of load-deflection behavior of driven piles in soft Bangkok clay. Kasem Bundit Engineering Journal, 8(5), pp. 373-385.<\/li>
        5. Anantanasakul, P.<\/strong>, and Sutapun, K. (2020). Design of ballasted railroad substructure based on engineering performance of subgrade soil. Engineering Journal Research and Development, 31(1), pp. 111-134.<\/li>
        6. Laichapit, N. and Anantanasakul, P.<\/strong> (2021). Double-walled axisymmetric triaxial apparatus for testing unsaturated soils. KMITL Prince of Chumphon Journal Science and Technology, 4(1), pp. 58-71.<\/li>
        7. Anantanasakul, P.<\/strong>, Intharachart, P., and Kaliakin, V.N. (2023). Three-dimensional stress-strain and strength behavior of silt-clay transition soils. Canadian Geotechnical Journal, 60(10), pp. 1571-1585.<\/li>
        8. Anantanasakul, P.<\/b>, and Kaliakin, V.N. (2024). Shear band analysis of silt-clay transition soils under three-dimensional stress-strain conditions. Soils and Foundations, 64(6). pp. 1-16.<\/li>
        9. Anantanasakul, P.<\/strong>, and Kaliakin, V.N. (2025). Evolution of cross-anisotropic behavior of clay under 3D stress conditions. Acta Geotechnica, 20(7). pp. 3291-3308.\u00a0<\/li><\/ol>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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          Selected Conference Proceedings <\/h4>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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          1. Anantanasakul, P.<\/strong>\u00a0and Kaliakin, V. N. (2012). \u201cSimulations of 3D drained behavior of
            normally consolidated clay using elastoplastic models.\u201d\u00a0Proceedings of GeoCongress 2012: State of the
            Art and Practice in Geotechnical Engineering.<\/em>\u00a019-25 March 2012,\u00a0Oakland, California, USA, pp.
            1076-1085.<\/li>
          2. Anantanasakul, P.<\/strong>, Indraratna, B., Nimbalkar, S., and Neville, T. (2012). \u201cField monitoring of
            performance of ballasted rail track with geosynthetic reinforcement.\u201d\u00a0Proceedings of the 11th Australia
            \u2013 New Zealand Conference on Geomechanics: Ground Engineering in a Changing World.<\/em>\u00a015-18 July 2012,
            Melbourne, Australia, pp. 241-246.<\/li>
          3. Anantanasakul, P.<\/strong>, Indraratna, B., Nimbalkar, S., and Neville, T. (2012). \u201cMonitoring of
            ballasted rail track with geosynthetic reinforcement.\u201d\u00a0Proceedings of Conference on Railway Engineering
            (CORE).<\/em>\u00a010-12 September 2012,\u00a0Brisbane, Australia, pp. 367-374.<\/li>
          4. Indraratna, B., Nimbalkar, S.,\u00a0Anantanasakul, P.<\/strong>,\u00a0 Rujikiatkamjorn, C. and Neville,
            T. (2013). \u201cPerformance monitoring of rail tracks stabilized by geosynthetics and shock mats: case studies at
            Bulli and Singleton in Australia.\u201d\u00a0Proceedings of GeoCongress 2013.<\/em>\u00a03-7\u00a0March\u00a02013,
            San Diego, California, USA, pp. 19-33.<\/li>
          5. Anantanasakul, P.<\/strong>\u00a0(2014). \u201cComparison of simulative capabilities of constitutive models
            for clay under three-dimensional stress conditions.\u201d\u00a0Proceedings of the 19th National Convention on
            Civil Engineering.<\/em>\u00a014-16 May 2014, Khon Kaen, Thailand, pp. 1505-1511.<\/li>
          6. Anantanasakul, P.<\/strong>\u00a0and Roth, C. (2015). \u201cMechanical behavior of silt-clay transition
            soils.\u201d\u00a0Proceedings of the International Conference on Soft Ground
            Engineering.<\/em>\u00a03-4\u00a0December\u00a02015, Singapore, pp. 483-493.<\/li>
          7. Roth, C. and\u00a0Anantanasakul, P.<\/strong>\u00a0(2016). \u201cModeling stress-strain and strength behavior
            of silt-clay transition soils using elastoplastic model for clay.\u201d\u00a0Proceedings of the 19th Southeast
            Asian Geotechnical Conference.<\/em>\u00a031 May \u2013 3 June 2016, Kuala Lumpur, Malaysia, pp. 379-384.<\/li>
          8. Chaosittichai, G. and\u00a0Anantanasakul, P.<\/strong>\u00a0(2018). \u201cFull-scale lateral load tests of
            driven piles in Bangkok clay.\u201d\u00a0Proceedings of the International Foundations Congress and Equipment Expo
            2018.<\/em>\u00a05-10 March 2018, Orlando, Florida, USA, pp. 321-330.<\/li>
          9. Chaosittichai, G. and\u00a0Anantanasakul, P.<\/strong>\u00a0(2018). \u201cFull-scale lateral load tests to
            determine load-displacement characteristics of driven piles in soft clay.\u201d\u00a0Proceedings of the 5th
            GeoChina International Conference.<\/em>\u00a013-25\u00a0July 2018, Shanghai, China, pp. 125-135.<\/li>
          10. Wongmahasirikun C. and Anantanasakul, P.<\/strong> (2019). \u201cDesign and construction of bored piles with
            friction-reducing sleeves in Mae Moh expansive soils\u201d Proceedings of the 13th Australia New Zealand Geomechanics
            Conference. 1-3 April 2019, Perth, Australia.<\/li>
          11. Intharachart\u00a0P. and Anantanasakul, P.<\/strong> (2019). \u201cInfluence of intermediate principal stress
            on stress-strain and strength behavior of silt-clay transition soils.\u201d Proceedings of the 13th Australia New
            Zealand Geomechanics Conference. 1-3 April 2019, Perth, Australia.<\/li><\/ol>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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            Research Reports<\/h4>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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            1. \u201cDevelopment of suitable p-y relationships for analysis of load-displacement characteristics and design of\n laterally loaded driven piles and drilled shafts in sub-soils of greater Bangkok area\u201d 2018, The Thailand\n Research Fund (TRF), Grant:  MSD57I0050.<\/li>\n
            2. \u201cInvestigation of the cross-anisotropic stress-strain and strength behavior of soft Bangkok clay under fully\n three-dimensional stress conditions with varying degrees of over-consolidation\u201d 2018, The Thailand Research Fund\n (TRF), Grant:  TRG5780237.<\/li>\n
            3. \u201cStudy of the engineering behavior and performance of ballasted railroad track substructure subjected to a wide\n range of repetitive axle loads and rail speeds\u201d 2018,  The National Science and Technology Development\n Agency (NSTDA), Grant: FDA-CO-2558-126-TH.<\/li>\n
            4. \u201cStudy of the causes and measures to mitigate excessive deformations of the tracks supporting the stackers and\n reclaimers operating in the lignite stockyard of Mae Moh mine\u201d 2019, The Electricity Generating Authority of\n Thailand (EGAT), Grant: IO.SS03A3008242.<\/li>\n<\/ol>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
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              Assoc.Prof.Dr.Pongpipat Anantanasakul Email : pongpipat.ana@mahidol.ac.th Tel: 02-889-2138 Ext 6398 Education Ph.D. (Civil\u00a0Engineering) \u00a0 Oregon State University, USA: 2010 M.Sc. (Civil Engineering)University of Stuttgart, Germany: 2004 B.Eng. (Civil Engineering)Kasetsart university, Thailand: 2001 Research Interests Geotechnical engineering Deep foundation and excavation Advanced laboratory and field testing Geotechnical finite element modeling Railway\u00a0geotechnology Courses EGCE 331 Soil Mechanics EGCE […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-990384","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.eg.mahidol.ac.th\/dept\/egce\/wp-json\/wp\/v2\/pages\/990384","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.eg.mahidol.ac.th\/dept\/egce\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.eg.mahidol.ac.th\/dept\/egce\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.eg.mahidol.ac.th\/dept\/egce\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.eg.mahidol.ac.th\/dept\/egce\/wp-json\/wp\/v2\/comments?post=990384"}],"version-history":[{"count":73,"href":"https:\/\/www.eg.mahidol.ac.th\/dept\/egce\/wp-json\/wp\/v2\/pages\/990384\/revisions"}],"predecessor-version":[{"id":997452,"href":"https:\/\/www.eg.mahidol.ac.th\/dept\/egce\/wp-json\/wp\/v2\/pages\/990384\/revisions\/997452"}],"wp:attachment":[{"href":"https:\/\/www.eg.mahidol.ac.th\/dept\/egce\/wp-json\/wp\/v2\/media?parent=990384"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}