Influence zone for end bearing of piles in sand

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 9, 2006, Pages 1229-1237

  Yang, Jun ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Bearing capacity; Piles; Sand; Stiffness

Indexed keywords

BEARING CAPACITY; ESTIMATION; FAILURE (MECHANICAL); SAND; STIFFNESS; STRAIN; STRESSES;

CAVITY EXPANSION THEORY; EXPLICIT EXPRESSIONS; INFLUENCE ZONE; MEAN EFFECTIVE STRESS; SHEARING RESISTANCE; VOLUMETRIC STRAIN;

PILES;

BEARING CAPACITY; PILE; SAND; STIFFNESS;

FAILURE ANALYSIS; MATHEMATICAL ANALYSIS; STIFFNESS; STRAIN; STRESS;

EID: 33747358538     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:9(1229)     Document Type: Article

References (23)

1. Briaud, J. L., and Tucker, L. M. (1988). "Measured and predicted axial response of 98 piles." J. Geotech. Eng. JGENDZ0733-9410, 114(9), 984-1001.
2. Brustamante, M., and Gianeselli, L. (1982). "Pile bearing capacity prediction by means of static penetrometer CPT." Proc., 2nd European Symp. Penetration Testing, Vol. 2, 493-500.
3. De Ruiter, J., and Beringen, F. L. (1979). "Pile foundations for large North Sea structures." Mar. Geotech. MGGEEI1064-119X, 3(3), 267-314.
4. Hirayama, H. (1988). "A unified base bearing capacity formula for piles." Soils Found. SOIFBE0038-0806, 28(3), 91-102.
5. Hryciw, R. D., and Shin, S. (2004). "Thin layer and interface characterization by VisCPT." Proc., 2nd Int. Conf. Site Characterization (ISC-2), Vol. 1, 701-706.
6. Ishibashi, I., and Zhang, X. (1993). "Unified dynamic shear moduli and damping ratios of sand and clay." Soils Found. SOIFBE0038-0806, 33(1), 182-191.
7. Ishihara, K. (1996). Soil behaviour in earthquake geotechniques, Clarendon, Oxford, U.K.
8. Lo Presti, D. (1987). "Mechanical behaviour of Ticino sand from resonant column tests." Ph.D. thesis, Politecnico di Torino, Torino, Italy.
9. Mayne, P. W., Mitchell, J. K., Auxt, J. A., and Yilmaz, R. (1995). "U.S. National report on CPT." Proc., CPT '95, Vol. 1, 263-276.
10. Meyerhof, G. G. (1951). "The ultimate bearing capacity of foundations." Geotechnique GTNQA80016-8505, 2(4), 301-332.
11. Meyerhof, G. G. (1976). "Bearing capacity and settlement of pile foundations." J. Geotech. Eng. Div., Am. Soc. Civ. Eng. AJGEB60093-6405, 102(3), 195-228.
12. Miura, N. (1985). "Point resistance of piles in sand." Proc., 11th Int. Conf. Soil Mechanics Foundation Engineering, Vol. 3, 1448-1455.
13. Puppala, A. J., and Moalim, D. (2002). "Evaluation of driven pile load capacity using CPT based LCPC and European interpretation methods." Proc., Deep Foundations, 2002, an International Perspective on Theory, Design, Construction, and Performance, GSP No. 116, ASCE, Reston, Va., 931-943.
14. Randolph, M. F. (2003). "Science and empiricism in pile foundation design." Geotechnique GTNQA80016-850510.1680/geot.53.10.847.37518, 53(10), 847-875.
15. Randolph, M. F., Dolwin, J., and Beck, R. (1994). "Design of driven piles in sand." Geotechnique GTNQA80016-8505, 44(3), 427-448.
16. Robertson, P. K., Campanella, R. G., and Brown, P. T. (1985). "Design of axially and laterally loaded piles using in situ tests: A case history." Can. Geotech. J. CGJOAH0008-3674, 22(4), 518-527.
17. Rollins, K., Miller, N. P., and Hemenway, D. (1999). "Evaluation of pile capacity prediction methods based on cone penetration testing using results from I-15 load tests." Transportation Research Record. 1675, Transportation Research Board, Washington, D.C., 40-49.
18. Vesic, A. S. (1972). "Expansion of cavities in infinite soil mass." J. Soil Mech. Found. Div. JSFEAQ0044-7994, 98(3), 265-290.
19. White, D. J., and Bolton, M. D. (2005). "Comparing CPT and pile base resistance in sand." Geotechnique GTNQA80016-8505, 158, 3-14.
20. Yang, J., and Li, X. S. (2004). "State-dependent strength of sands from the perspective of unified modeling." J. Geotech. Geoenviron. Eng. JGGEFK1090-024110.1061/(ASCE)1090-0241(2004)130:2(186), 130(2), 186-198.
21. Yang, J., Tham, L. G., Lee, P. K. K., and Yu, F. (2005). "End-bearing capacity and tip settlement of piles in sandy soils." Proc., 16th Int. Conf. Soil Mechanics Geotechnical Engineering, Osaka, Japan, 2069-2072.
22. Yasufuku, N., and Hyde, A. F. L. (1995). "Pile end-bearing capacity in crushable sands." Geotechnique GTNQA80016-8505, 45(4), 663-676.
23. Yasufuku, N., Ochiai, H., and Ohno, S. (2001). "Pile end-bearing capacity of sand related to soil compressibility." Soils Found. SOIFBE0038-0806, 41(4), 59-71.