Comparison of Pile Capacity Predicted from Static Method and Dynamic Load Test for Prachuabkirikhan Subsoils
Keywords:
Pile capacity, Dynamic Pile Load TestAbstract
This study compares the pile capacity predicted from static method and dynamic load test of 13 driven piles from Hua Hin to Prachuabkirikhan track doubling construction project. Undrained shear strength obtained from four SPT-N interpretation equations including Terzaghi (1967), NAVFAC (1986), Stroud (1974), and Pitupakorn (1982) are use in the pile capacity estimation and later compare with dynamic pile load test results.
The study found that equation proposed by NAVFAC (1986) is the most accurate and precise with average bias of 1.05 and the coefficient of variation of 0.19
Downloads
Download data is not yet available.
References
[1] ASTM D1586. Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils.
[2] Terzaghi, K., and Peck, R. B. (1967). Soil Mechanics in
Engineering Practice, Second Edition, John Wiley, New York, 729p
[3] Stroud, M. A. (1974). The standard penetration test in insensitive clays and soft rock, Proceedings of the 1st European Symposium on Penetration Testing, Sweden: Stockholm, vol. 2, No. 2, pp. 367-375.
[4] NAVFAC (1986) Soil Mechanics: Design Manual 7.01, Naval Facilities Engineering Command, Alexandria, Virginia.
[5] Pitupakorn, W. (1983). Prediction of pile carrying capacity from standard penetration test in Bangkok metropolis subsoil, Master thesis, Chulalongkorn University, Bangkok.
[6] สิรัญญา ทองชาติ และปวริส รื่นนุสาร (2019). การทบทวนวิธีการออกแบบฐานรากเสาเข็มปัจจุบันในพื้นที่กรุงเทพมหานคร. Naresuan University Engineering Journal, Vol.14 1(2019), หน้า 11-28.
[7] Holmberg, S. (1970). Load testing of driven piles in Bangkok clay. Journal of South East Asian Society of Soil Engineering, Vol. 1, No.2, pp. 61-78.
[8] Tomlinson, M. J. (1995). Foundation Design and Construction: 6th edition, Longman.
[9] Kulhawy, F.H., and Mayne, P.W. (1990). Manual of Estimating Soil Properties for Foundation Design. Electric Power Research Institute, Palo Alto, USA.
[10] Terzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley, New York.
[11] Meyerhof, G.G. (1974) Ultimate Bearing Capacity of Footings on Sand Layer Overlying Clay. Canadian Geotechnical Journal, 11, 223-229.
[12] Peck, R. B., Hanson, W. E., & Thornburn, T. H. (1953). Foundation Engineering, New York: John Wiley & Sons.
[2] Terzaghi, K., and Peck, R. B. (1967). Soil Mechanics in
Engineering Practice, Second Edition, John Wiley, New York, 729p
[3] Stroud, M. A. (1974). The standard penetration test in insensitive clays and soft rock, Proceedings of the 1st European Symposium on Penetration Testing, Sweden: Stockholm, vol. 2, No. 2, pp. 367-375.
[4] NAVFAC (1986) Soil Mechanics: Design Manual 7.01, Naval Facilities Engineering Command, Alexandria, Virginia.
[5] Pitupakorn, W. (1983). Prediction of pile carrying capacity from standard penetration test in Bangkok metropolis subsoil, Master thesis, Chulalongkorn University, Bangkok.
[6] สิรัญญา ทองชาติ และปวริส รื่นนุสาร (2019). การทบทวนวิธีการออกแบบฐานรากเสาเข็มปัจจุบันในพื้นที่กรุงเทพมหานคร. Naresuan University Engineering Journal, Vol.14 1(2019), หน้า 11-28.
[7] Holmberg, S. (1970). Load testing of driven piles in Bangkok clay. Journal of South East Asian Society of Soil Engineering, Vol. 1, No.2, pp. 61-78.
[8] Tomlinson, M. J. (1995). Foundation Design and Construction: 6th edition, Longman.
[9] Kulhawy, F.H., and Mayne, P.W. (1990). Manual of Estimating Soil Properties for Foundation Design. Electric Power Research Institute, Palo Alto, USA.
[10] Terzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley, New York.
[11] Meyerhof, G.G. (1974) Ultimate Bearing Capacity of Footings on Sand Layer Overlying Clay. Canadian Geotechnical Journal, 11, 223-229.
[12] Peck, R. B., Hanson, W. E., & Thornburn, T. H. (1953). Foundation Engineering, New York: John Wiley & Sons.
Downloads
Published
2020-07-09
How to Cite
[1]
เอื้ออภิวัชร์ ส. et al. 2020. Comparison of Pile Capacity Predicted from Static Method and Dynamic Load Test for Prachuabkirikhan Subsoils. The 25th National Convention on Civil Engineering. 25, (Jul. 2020), GTE40.
Issue
Section
Geotechnical Engineering
License
บทความทั้งหมดที่ได้รับการคัดเลือกให้นำเสนอผลงานในการประชุมวิชาการวิศวกรรมโยธาแห่งชาติ ครั้งที่ 25 นี้ เป็นลิขสิทธิ์ของ วิศวกรรมสถานแห่งประเทศไทย ในพระบรมราชูปถัมภ์
