1 |
Eslami, A. and Fellenius, B. H. (1997), 'Pile capacity by direct CPT and CPTU method applied to 102 Case Histories', Canadian Geotechnical Journal, Vol.34, No.6, pp.880-898
|
2 |
Meyerhof, G. G. (1983), 'Scale effects of pile capacity', Journal of Geotechnical Engineering, ASCE, Vol.108, GT3, pp.195-228
|
3 |
Prince, G. and Wardle, I. F. (1982), 'A comparison between cone penetration test results and the performance of small diameter instrumented piles in stiff clay', Proceeding of the r' European Symposium on Penetration testing, Amsterdam, Vol.2, pp.775-780
|
4 |
Philipponnat, G. (1980), 'Methode pratique de calcul d'un pieu isole a l'aide du penetrometre statiqe', Revue Francaise de Geotechnique, pp.55-64
|
5 |
Schmertmann, J. H. (1978), 'Guidelines for Contest, Performance, and Design', Federal Highway Administration, Report FHW A- TS78209, Washington, 145p
|
6 |
Vesic, A. S. (1977), 'Design of pile foundation', Synthesis of Highway, No. 42, National Cooperative Highway Research Program Transportation Research Board, National Research Council, Washington
|
7 |
Murad, Y. A-F. and Hani, H. T. (2004), 'Assessment of direct cone penetration test methods for predicting the ultimate capacity of friction driven piles', Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.130, No.9, pp.935-944
DOI
ScienceOn
|
8 |
Kulhawy et al. (1983), 'Transmission line structure foundation for uplift-compression loading', Report No.EL-2870, Electric Power Research Institute, Palo Alto, CA
|
9 |
Fellenius, B. H. (2002), 'Determining the true distributions of load on instrumented pile', Geotechnical Special Publication No. 116, ASCE, Vol.2, pp.1455-1470
|
10 |
Jardine et al. (2005), 'ICP design method for driven piles in sands and clays', Thomas Telford Publishing, London, 105p
|
11 |
Robertson et al. (1986), 'Use of piezometer data', Proceeding of the ASCE Specialty Conference In Situ '86: Use of In Situ Tests in Geotechnical Engineering, Blacksburg, pp.1263-1280
|
12 |
Chung, S. G., Giao, P. H., Kim, G. J. and Leroueil, S. (2002), 'Geotechnical properties of Pusan clays', Canadian Geotechnical Journal, Vol.39, No.5, pp.1050-1060
DOI
ScienceOn
|
13 |
Kim, S. R., Chung, S. G. and Dzung, N. T. (2006), 'Determination of true resistance from load transfer test performed on a PHC pile', Journal of the Korean Geotechnical Society, Vol.22, No.l l , pp. 113-122, (in Korean)
과학기술학회마을
|
14 |
Aoki, N. and de Alencar, D. (1975), 'An approximate method to estimate the bearing capacity of piles', Proceeding, the 5th PanAmerican Conference of Soil Mechanics and Foundation Engineering, Buenos Aires, YoU, pp.367-376
|
15 |
Fellenius, B. H. (2006a), 'Chapter 7-8-9: Basic of Foundation design', E-book, 2nd edition
|
16 |
Blessey, W. E. (1976), 'Pile foundation in the Mississippi River deltaic plain', Analysis and Design of Building Foundations, Edited by H.Y. Fang, Envo Publishing Co: pp.799-834
|
17 |
Fellenius, B.H. (2006b), 'Results from long-term measurement in piles of drag load and downdrag', Canadian Geotechnical Journal, Vol.43 No.4, pp.409-430
DOI
ScienceOn
|
18 |
Meyerhof, G. G. (1976), 'Bearing capacity and settlement of pile foundations', Journal of Geotechnical Engineering, The Eleventh Terzaghi Lecture, ASCE, Vol.102, GT3, pp.195-228
|
19 |
Chung, S. G., Kim, S. K., Kang, Y. J., Im, J. C. and Prasad, K. N. (2006), 'Failure of a breakwater founded on a thick normally consolidated clay', Geotechnique, Vol.56 No.6, pp.393-409
DOI
ScienceOn
|
20 |
Aas G., Lacasse, S., Lunne, T. and Hoeg, K. (1986), 'Use of in situ tests for foundation design on clay', Use of In Situ Tests in Geotechnical Engineering, ASCE, GSP No.6, pp.1-30
|
21 |
Bustamante, M. and Gianeselli, L. (1982), 'Pile bearing capacity predictions by means of static penetrometer CPT', Proceeding of the 2nd European Symposium on Penetration Testing, ESOPT-2, Amsterdam, Vol.2, pp.493-500
|
22 |
Robertson, P. K. and Campanella, R. G. (1983), 'Interpretation of cone penetration tests, Part I: Sand'. Canadian Geotechnical Journal, Vol.20, No.4, pp.718-733
DOI
ScienceOn
|
23 |
DeRuiter, J. and Beringen, F. I. (1979), 'Pile foundation for large North sea structures', Marine Geotechnology, Vol.3, No.3, pp.267-314
DOI
|
24 |
Architectural Institute of Japan (AIJ) (2001), 'Recommendations for design of building foundation', 483p
|
25 |
Burland, J. (1973), 'Shaft friction of piles in clay-A simple fundamental approach', Ground Engineering, Vol.6, No.3, pp.30-42
|
26 |
Janbu, N. (1976), 'Static bearing capacity of friction piles', Proceeding of the rfh European Conference on Soil Mechanics and Foundation Engineering, YoU, pp.479-482
|
27 |
Fellenius, B. H. (1991), 'Chapter 13: Pile foundation', Foundation Engineering Handbook. 2nd edition. H.S. Fang, editor, New York, pp.511-536
|
28 |
Phien-wej, N., Giao, P. H. and Nutalaya, P. (2006), 'Land subsidence in Bangkok, Thailand', Engineering Geology, Vol.82, No.4, pp.187-201
DOI
ScienceOn
|
29 |
Tumay, M. T. and Fakhroo, M. (1981), 'Pile capacity in soft clays using electric QCPT data', ASCE, Cone Penetration Testing and Experience, St. Louis, pp.434-455
|