Lateral statnamic load testing and analysis of a pile group

Geotechnical Special Publication

Volumn , Issue 75 II, 1998, Pages 1319-1330

  Weaver, Thomas J ^a   Rollins, Kyle M ^b   Peterson, Kris T ^c  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b BRIGHAM YOUNG UNIVERSITY   (United States)

^c Utah Department of Transportation   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; DYNAMIC LOADS; DYNAMIC RESPONSE; LOAD TESTING; PILE FOUNDATIONS;

LATERAL STATNAMIC LOAD TESTING; STATIC RESPONSE; UNLOADING POINT METHOD;

SOIL STRUCTURE INTERACTIONS;

EID: 0031624362     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (8)

1. Bermingham Inc. (1994) "Neuse River foundation testing site, Jacksonville, North Carolina," North Carolina Department of Transportation, S9410
2. Bermingham Inc. (1995) "Camp Johnson testing site, Jacksonville, North Carolina," North Carolina Department of Transportation, S9413.
3. Brown, D.A. (1993) "Evaluation of static capacity of deep foundations from Statnamic testing," Geotechnical Testing Journal, ASTM, Vol. 17, No. 14.
4. Middendorp, P., Bermingham, P., and Kuiper, B., (1992). "Statnamic load testing of foundation piles", Proceedings, Fourth International Conference on Application of Stress-Wave Theory to Piles, The Hague, The Netherlands, pp. 581-588.
5. Middendorp, P., and Daniels, B. (1996) "The influence of stress wave phenomenaduring Statnamic load testing," Procs., Fifth Int'l. Conf. On the Application of Stress-Wave Theory to Piles, TNO Building and Construction Research, Orlando, Florida.
6. Nishimura, S., and Matsumoto, T. (1995) "Wave propogation analysis during Statnamic loading of a steel pipe pile," Procs., First International Statnamic Seminar, Vancouver, British Columbia, Canada.
7. Peterson, K.T. and Rollins, K.M. (1996). "Static and dynamic lateral load testing of a full-scale pile group in clay." Civil Engineering Dept. Research Report CEG.96-02, Brigham Young University, Provo,'Utah, 223 p.
8. Sparks, A. and Rollins, K.M. (1997). "Passive resistance and lateral load capacity of a full-scale fixed-head pile group in clay." Civil & Environmental Engineering Report CEG.97-04, Brigham Young University, Provo, Utah, 107 p.