Dr.Pongpipat Anantanasakul

Assoc.Prof.Dr.Pongpipat Anantanasakul

Email : pongpipat.ana@mahidol.ac.th

Tel: 02-889-2138 Ext 6398

Education

• Ph.D. (Civil Engineering)  
  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 geotechnology

Courses

• EGCE 331 Soil Mechanics
• EGCE 333 Foundation Engineering
• EGCE 435 Underground Construction
• EGCE 581 Engineering Properties of Soil (Postgraduate level)
• EGCE 596 Finite Element Analysis for Geotechnical Engineering (Postgraduate level)

Selected Journal Articles

1. Anantanasakul, P., 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.
2. Anantanasakul, P., 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.
3. Anantanasakul, P., and Roth, C. (2018). Undrained behavior of silt-clay transition soils with varying degrees of overconsolidation. Journal of GeoEngineering, 13(1), pp. 1-12.
4. Chaosittichai, G., and Anantanasakul, P. (2018). Field experimental study of load-deflection behavior of driven piles in soft Bangkok clay. Kasem Bundit Engineering Journal, 8(5), pp. 373-385.
5. Anantanasakul, P., 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.
6. Laichapit, N. and Anantanasakul, P. (2021). Double-walled axisymmetric triaxial apparatus for testing unsaturated soils. KMITL Prince of Chumphon Journal Science and Technology, 4(1), pp. 58-71.
7. Anantanasakul, P., 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.
8. Anantanasakul, P., 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.
9. Anantanasakul, P., and Kaliakin, V.N. (2025). Evolution of cross-anisotropic behavior of clay under 3D stress conditions. Acta Geotechnica, 20(7). pp. 3291-3308. 

Selected Conference Proceedings

1. Anantanasakul, P. and Kaliakin, V. N. (2012). “Simulations of 3D drained behavior of
   normally consolidated clay using elastoplastic models.” Proceedings of GeoCongress 2012: State of the
   Art and Practice in Geotechnical Engineering. 19-25 March 2012, Oakland, California, USA, pp.
   1076-1085.
2. Anantanasakul, P., Indraratna, B., Nimbalkar, S., and Neville, T. (2012). “Field monitoring of
   performance of ballasted rail track with geosynthetic reinforcement.” Proceedings of the 11th Australia
   – New Zealand Conference on Geomechanics: Ground Engineering in a Changing World. 15-18 July 2012,
   Melbourne, Australia, pp. 241-246.
3. Anantanasakul, P., Indraratna, B., Nimbalkar, S., and Neville, T. (2012). “Monitoring of
   ballasted rail track with geosynthetic reinforcement.” Proceedings of Conference on Railway Engineering
   (CORE). 10-12 September 2012, Brisbane, Australia, pp. 367-374.
4. Indraratna, B., Nimbalkar, S., Anantanasakul, P.,  Rujikiatkamjorn, C. and Neville,
   T. (2013). “Performance monitoring of rail tracks stabilized by geosynthetics and shock mats: case studies at
   Bulli and Singleton in Australia.” Proceedings of GeoCongress 2013. 3-7 March 2013,
   San Diego, California, USA, pp. 19-33.
5. Anantanasakul, P. (2014). “Comparison of simulative capabilities of constitutive models
   for clay under three-dimensional stress conditions.” Proceedings of the 19th National Convention on
   Civil Engineering. 14-16 May 2014, Khon Kaen, Thailand, pp. 1505-1511.
6. Anantanasakul, P. and Roth, C. (2015). “Mechanical behavior of silt-clay transition
   soils.” Proceedings of the International Conference on Soft Ground
   Engineering. 3-4 December 2015, Singapore, pp. 483-493.
7. Roth, C. and Anantanasakul, P. (2016). “Modeling stress-strain and strength behavior
   of silt-clay transition soils using elastoplastic model for clay.” Proceedings of the 19th Southeast
   Asian Geotechnical Conference. 31 May – 3 June 2016, Kuala Lumpur, Malaysia, pp. 379-384.
8. Chaosittichai, G. and Anantanasakul, P. (2018). “Full-scale lateral load tests of
   driven piles in Bangkok clay.” Proceedings of the International Foundations Congress and Equipment Expo
   2018. 5-10 March 2018, Orlando, Florida, USA, pp. 321-330.
9. Chaosittichai, G. and Anantanasakul, P. (2018). “Full-scale lateral load tests to
   determine load-displacement characteristics of driven piles in soft clay.” Proceedings of the 5th
   GeoChina International Conference. 13-25 July 2018, Shanghai, China, pp. 125-135.
10. Wongmahasirikun C. and Anantanasakul, P. (2019). “Design and construction of bored piles with
    friction-reducing sleeves in Mae Moh expansive soils” Proceedings of the 13th Australia New Zealand Geomechanics
    Conference. 1-3 April 2019, Perth, Australia.
11. Intharachart P. and Anantanasakul, P. (2019). “Influence of intermediate principal stress
    on stress-strain and strength behavior of silt-clay transition soils.” Proceedings of the 13th Australia New
    Zealand Geomechanics Conference. 1-3 April 2019, Perth, Australia.

Research Reports

1. “Development of suitable p-y relationships for analysis of load-displacement characteristics and design of laterally loaded driven piles and drilled shafts in sub-soils of greater Bangkok area” 2018, The Thailand Research Fund (TRF), Grant:  MSD57I0050.
2. “Investigation of the cross-anisotropic stress-strain and strength behavior of soft Bangkok clay under fully three-dimensional stress conditions with varying degrees of over-consolidation” 2018, The Thailand Research Fund (TRF), Grant:  TRG5780237.
3. “Study of the engineering behavior and performance of ballasted railroad track substructure subjected to a wide range of repetitive axle loads and rail speeds” 2018,  The National Science and Technology Development Agency (NSTDA), Grant: FDA-CO-2558-126-TH.
4. “Study of the causes and measures to mitigate excessive deformations of the tracks supporting the stackers and reclaimers operating in the lignite stockyard of Mae Moh mine” 2019, The Electricity Generating Authority of Thailand (EGAT), Grant: IO.SS03A3008242.

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