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2023 Vol.39, Issue 11 Preview Page
30 November 2023. pp. 71-84
Abstract
References
1
Allen, T. M. (2007), "Development of a New Pile Driving Formula and its Calibration for Load and Resistance Factor Design", 86th Transportation Research Board Annual Meeting. January 21-25, 2007. 1. 10.3141/2004-03
2
Allen, Tony M. (2005), "Development of the WSDOT Pile Driving Formula and its Calibration for Load and Resistance Factor Design (LRFD)", Washington State Department of Transportation and in cooperation with U.S. Department of Transportation, Federal Highway Administration, March, 2005.
3
Cho, C.W. and Lee, M.W. (2001), The Application of New Pile Driving Formulas, Journal of the Korean Geotechnical Society, Vol.17, No.5, pp.157-164.
4
Cho, C.W., Lee, W.C., and Jeong, S.S. (2008), State-of-the-art and-practice of the Embedded Precast Pile Methods in Korea, Proceedings of the Korean Geotechnical Society, pp.559-566.
5
Chun, B.S. and Cho, C.W. (1999), Consideration of Set-up Effect in Wave Equation Analysis of Pile Driving, Journal of the Korean Geotechnical Society, Vol.15, No.2, pp.95-101.
6
Dansk Standard 415 (1998), Norm for fundering, Code of practice for foundation engineering. Dansk Standard (DS 415).
7
Ha, I.S., Han, S.S., Han, S.G., and Kim, M.M. (2003), Measurement of Pile Rebound and Penetration Using Laser Sensor, Proceeding of Korean Society of Civil Engineering, pp.3257-3262.
8
Hannigan, P., Goble, G., Thendean, G., Likins, G., and Rausche, F. (1997), Design and construction of driven pile foundations, NHI Course Nos. 13221 and 13222, Workshop Manual, Volume 1.
9
KDS 11 50 15. (2021), Deep foundation design standards (general design), Ministry of Land, Infrastructure and Transport (South Korea).
10
Kim, R. and Kim, D. (2019), Analysis of Bearing Capacity of Rock Socketed Pre-bored Super Strength Piles based on Dynamic Load Test Results, Journal of the Korean Geosynthetics Society, Vol.18 No.3, pp.89-100.
11
Lee, W.J., Jun, Y.S., Hong, H.S., and Lee, M.H. (1995), Time Dependance of Bearing Capacity of Driven Riles, Proceedings of the Korean Geotechnical Society, pp.69-90.
12
Long, J.H., Hendrix J., and Jaromin. D. (2009), Comparison of Five Different Methods for Determining Pile Bearing Capacities. Wisconsin Department of Transportation, WisDOT. 0092-07-04.
13
Oh, S.W. and Lee, J.D. (2003), Characteristics of Bearing Capacity and Reliability-based Evaluation of Pile-driving Formulas for H Pile, Journal of the Korean Institute of Intelligent Systems, Vol.18, No.1, pp.81-88.
14
Olson, R. E. and Flaate, K. S. (1967), "Pile-Driving Formulas for Friction Piles in Sand", Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.93, No.SM6, November:279-296. 10.1061/JSFEAQ.0001056
15
Paikowsky, S.G. Canniff, M., Robertson, S., and Budge, A.S. (2014), Load and resistance factor design (LRFD) pile driving project. Phase II Study. Minnesota Department of Transportation, MN/RC 2014-16.
16
Park, J. (2012), Safety Management Information System in Plants Construction Work, Journal of Korea Safety Management & Science, Vol.14, No.4, pp.23-29. 10.12812/ksms.2012.14.4.023
17
Park, T., Park, Y., and Kim, T. (2013), An Analyzing Safety Education Contents Propriety for Accident Type in Construction Work, Proceedings of the Korea Institute of Building Construction, Vol.13, No.2, pp.94-95.
18
Seo, S.H., Kim, J,H., Choi, C.H., and Chung, M.K. (2022), A Study on Non-contact Penetration and Rebound Measurement Device for Quality Control in Driven Piles, Journal of the Korean Geotechnical Society, Vol.38, No.11, pp.97-106.
19
Svinkin, M.R., Morgano, C.M., and Morvant, M. (1994), "Pile Capacity as a Function of Time in Clayey and Sandy Soils", Proceedings of the 5th International Conference on Piling and Deep Foundations, Bruges, Belgium, paper 1.11.
20
Wellington, A. M. (1892), discussion of "The Iron Wharf at Fort Monroe, Va.", by J. B. Duncklee, Transactions, ASCE, Vol.27, Paper No.543, Aug., pp.129-137.
21
Yeu, Y., Kim, Y.S., and Kim, D. (2016), Development of Safe and Reliable Real-time Remote Pile Penetration and Rebound Measurement System Using Close-range Photogrammetry, International Journal of Civil Engineering, Vol.14, No.7, pp.439-450. 10.1007/s40999-016-0053-y
22
Yun, H.S., Seok, J.W., Hwang, D.J., and Kim, M.M. (2005), Quality Control of Driven Piles Using DPRMs, Proceeding of Korean Society of Civil Engineering, pp.3945-3948.
Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 39
  • No :11
  • Pages :71-84
  • Received Date : 2023-10-23
  • Revised Date : 2023-11-01
  • Accepted Date : 2023-11-02