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Volumn , Issue 121 SPEC., 2003, Pages 1-12

Spatial variability of CPT parameters at University of Houston NGES

Author keywords

[No Author keywords available]

Indexed keywords

MATERIALS TESTING APPARATUS; PROBABILITY DISTRIBUTIONS; SAND; STATISTICAL METHODS; SURFACES;

EID: 0037220201     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/9780784406694.ch01     Document Type: Article
Times cited : (8)

References (7)
  • 1
    • 0020971595 scopus 로고
    • Geotechnical characterization of desiccated clay
    • ASCE, January
    • Mahar, L. J., and O'Neill, M. W. (1983). "Geotechnical Characterization of Desiccated Clay," Journal of Geotechnical Engineering, ASCE, January, 1983, pp. 56-71.
    • (1983) Journal of Geotechnical Engineering , pp. 56-71
    • Mahar, L.J.1    O'Neill, M.W.2
  • 2
    • 0022583478 scopus 로고
    • Reliability of pile capacity assessment by CPT in overconsolidated clay
    • ASCE Geotechnical Special Publication No. 5, ASCE, June
    • O'Neill, M. W. (1986). "Reliability of Pile Capacity Assessment by CPT in Overconsolidated Clay," Use of In Situ Tests in Geotechnical Engineering, ASCE Geotechnical Special Publication No. 6, ASCE, June, pp. 237-256.
    • (1986) Use of In Situ Tests in Geotechnical Engineering , pp. 237-256
    • O'Neill, M.W.1
  • 3
    • 0029333058 scopus 로고
    • Some engineering properties of overconsolidated pleistocene soils of the texas gulf coast
    • Transportation Research Board, Washington, DC
    • O'Neill, M. W., and Yoon, G. (1995). "Some Engineering Properties of Overconsolidated Pleistocene Soils of the Texas Gulf Coast," Transportation Research Record 1479, Transportation Research Board, Washington, DC, pp. 81-88.
    • (1995) Transportation Research Record 1479 , pp. 81-88
    • O'Neill, M.W.1    Yoon, G.2
  • 4
    • 0033877829 scopus 로고    scopus 로고
    • National geotechnical experimentation site: University of Houston
    • Geotechnical Special Publication No. 93, Ed. by J. Benoît and A. Lutenegger, April
    • O'Neill, M. W. (2000). "National Geotechnical Experimentation Site: University of Houston," National Geotechnical Experimentation Sites, Geotechnical Special Publication No. 93, Ed. by J. Benoît and A. Lutenegger, April, pp. 72-101.
    • (2000) National Geotechnical Experimentation Sites , pp. 72-101
    • O'Neill, M.W.1
  • 5
    • 0012333003 scopus 로고
    • Reliability analysis of driven piles for load and resistance factor design at an overconsolidated clay site
    • Ph.D. Dissertation, Department of Civil and Environmental Engineering, University of Houston, Houston, Texas, December
    • Yoon, G. L. (1995). Reliability Analysis of Driven Piles for Load and Resistance Factor Design at an Overconsolidated Clay Site, Ph.D. Dissertation, Department of Civil and Environmental Engineering, University of Houston, Houston, Texas, December, 423 pp.
    • (1995) , pp. 423
    • Yoon, G.L.1
  • 6
    • 0029695762 scopus 로고    scopus 로고
    • Design model bias factors for driven piles from experiments at NGES-UH
    • Geotechnical Special Publication No. 58, ASCE, Ed. by C. D. Shackelford, P. P. Nelson, and M. J. Roth, Madison, Wisconsin, August
    • Yoon, G. L., and O'Neill, M. W. (1996). "Design Model Bias Factors for Driven Piles from Experiments at NGES-UH," Uncertainty in Geotechnical Engineering, Vol. 2, Geotechnical Special Publication No. 58, ASCE, Ed. by C. D. Shackelford, P. P. Nelson, and M. J. S. Roth, Madison, Wisconsin, August, pp. 759-773.
    • (1996) Uncertainty in Geotechnical Engineering , vol.2 , pp. 759-773
    • Yoon, G.L.1    O'Neill, M.W.2
  • 7
    • 0003164123 scopus 로고    scopus 로고
    • Resistance factors for driven piles from experiments
    • Transportation Research Board, Washington, DC
    • Yoon, G. L., and O'Neill, M. W. (1997). "Resistance Factors for Driven Piles from Experiments," Transportation Research Record 1569, Transportation Research Board, Washington, DC, 1997, pp. 47-56.
    • (1997) Transportation Research Record 1569 , pp. 47-56
    • Yoon, G.L.1    O'Neill, M.W.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.