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Volumn , Issue 1663, 1999, Pages 8-15

Measured time effects for axial capacity of driven piling

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; CLAY; LOAD TESTING; PILE DRIVING; SAND; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS;

EID: 0033317262     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1663-02     Document Type: Article
Times cited : (78)

References (31)
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    • (1950) Transactions, ASCE , vol.115 , pp. 339-346
    • Housel, W.S.1
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    • Consolidation theory applied to foundation pile time effects
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  • 8
    • 0343042612 scopus 로고
    • Results of tests on piles at gothenburg railway station
    • Geotechnical Department, Swedish State Railways
    • Fellenius, B. Results of Tests on Piles at Gothenburg Railway Station. Bulletin No. 5. Geotechnical Department, Swedish State Railways, 1955.
    • (1955) Bulletin No. 5 , vol.5
    • Fellenius, B.1
  • 15
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    • Axial static capacity of steel model piles in overconsolidated clay
    • Norwegian Geotechnical Institute, Oslo, Norway
    • Karlsrud, K. and T. Haugen. Axial Static Capacity of Steel Model Piles in Overconsolidated Clay. Bulletin No. 163, Norwegian Geotechnical Institute, Oslo, Norway, 1991, p. 3.
    • (1991) Bulletin No. 163 , vol.163 , pp. 3
    • Karlsrud, K.1    Haugen, T.2
  • 17
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    • Limitations of the driving formulas for predicting the bearing capacities of piles in sand
    • Tavenas, F., and R. Audy. Limitations of the Driving Formulas for Predicting the Bearing Capacities of Piles in Sand. Canadian Geotechnical Journal, Vol. 9, No. 47, 1972, pp. 47-62.
    • (1972) Canadian Geotechnical Journal , vol.9 , Issue.47 , pp. 47-62
    • Tavenas, F.1    Audy, R.2
  • 18
    • 0031171517 scopus 로고    scopus 로고
    • Time-related increase in shaft capacities of driven piles in sand
    • Chow, F. C., R. J. Jardine, J. F. Nauroy, and F. Brucy. Time-related Increase in Shaft Capacities of Driven Piles in Sand. Geotechnique, Vol. 47, No. 2, 1997, pp. 353-361.
    • (1997) Geotechnique , vol.47 , Issue.2 , pp. 353-361
    • Chow, F.C.1    Jardine, R.J.2    Nauroy, J.F.3    Brucy, F.4
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    • Discussion on setup and relaxation in glacial sand
    • April
    • Svinkin, M. Discussion on Setup and Relaxation in Glacial Sand. Journal of Geotechnical Engineering, ASCE, Vol. 122, April 1996, pp. 319-321.
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    • Svinkin, M.1
  • 21
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    • Application of dynamic measurement on long H-pile driven into soft ground in shanghai
    • (B. H. Fellenius, ed.), Ottawa, Ontario, Canada
    • Huang, S. Application of Dynamic Measurement on Long H-Pile Driven into Soft Ground in Shanghai. Proc., 3rd International Conference on the Application of Stress-Wave Theory to Piles (B. H. Fellenius, ed.), Ottawa, Ontario, Canada, 1988, pp. 635-643.
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  • 28
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  • 30
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    • Post-densilication penetration resistance of clean sands
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    • (1990) Journal of Geotechnical Engineering, ASCE , vol.116 , Issue.7 , pp. 1095-1115
    • Mesri, G.1    Feng, T.W.2    Benak, J.M.3
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.