Deformation characteristics of piedmont residual soils

Journal of Geotechnical Engineering

Volumn 122, Issue 10, 1996, Pages 822-830

  Wang, Chainchye E ^a   Borden, Roy H ^b,c  

^a CTCI CORPORATION   (Taiwan)

^b North Carolina State University   (United States)

^c ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; RESIDUAL; SAMPLE DISTURBANCE; SOIL; SOIL PROFILE;

EID: 0030420316     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:10(822)     Document Type: Article

References (28)

1. Barksdale, R. D., Bachus, R. C., and Calnan, M. B. (1982). "Settlement of a tower on residual soil." Proc., Conf. on Engrg. and Constr. in Tropical and Residual Soil, Honolulu, Hawaii.
2. Barksdale, R. D., Ferry, C. T., and Lawrence, J. D. (1986). "Residual soil settlement from pressuremeter moduli." Proc., Conf. on Use of In-Situ Tests in Geotech. Engrg., Blacksburg, Va.
3. Bellotti, R., Ghionna, V., Jamiolkowski, M., Robertson, P. K., and Peterson, R. W. (1989). "Interpretation of moduli from self-boring pressuremeter tests in sand." Geotechnique, ICE, 39(2), 293-307.
4. Borden, R. H., Sullivan, W. J., and Lien, W. (1988). "Settlement predictions in residual soils by dilatometer, pressuremeter, and one-dimensional compression tests: Comparison with measured field response." Proc., 2nd Int. Conf. on Case Histories in Geotech. Engrg., St. Louis, Mo.
5. Borden, R. H., Shao, L., and Gupta, A. (1994). "Construction related vibrations." Rep. No. FHWA/NC/94-007, Fed. Hwy. Admin., Washington, D.C.
6. Borden, R. H., and Shao, L. (1995). "Construction related vibration, field verification of vibration induced settlement model." Rep. No. FHWA/ NC/95-008, Fed. Hwy. Admin., Washington, D.C.
7. Deere, D. U., and Patton, F. D. (1971). "Slope stability in residual soils." Proc., 4th Panamerican Conf. on Soil Mech. and Found. Engrg., San Juan, Puerto Rico.
8. Geotechnical Control Office. (1979). Geotechnical manual for slopes. Government Press, Hong Kong, Republic of China.
9. Gupta, M. (1993). "Settlement of shallow footings on sand - an elastic stress-strain approach," Masters thesis, Dept. of Civ. Engrg., North Carolina State Univ., Raleigh, N.C.
10. Harshman, S. (1990). "Settlement prediction in residual soils: an evaluation of deformation modulus and stress distribution from the analysis of two case studies," Masters thesis, Dept. of Civ. Engrg., North Carolina State Univ., Raleigh, N.C.
11. Heartz, T. W. (1986). "Properties of Piedmont residual soil," PhD dissertation, Dept. of Civ. Engrg., North Carolina State Univ., Raleigh, N.C.
12. Isenhower, W. M. (1979). "Torsional simple shear/resonant column properties of San Francisco Bay mud," Geotech. Engrg. thesis GT80-1, Geotech. Engrg. Ctr., Dept. of Civ. Engrg., Univ. of Texas at Austin, Austin, Tex.
13. Marchetti, S. (1980). "In situ tests by flat dilatometer." J. Geotech. Engrg. Div., ASCE, 106(3), 299-321.
14. Martin, R. E. (1977). "Estimating foundation settlement in residual soils." J. Geotech. Engrg. Div., ASCE, 103(3), 197-212.
15. Martin, R. E. (1987). "Settlement of residual soil." Proc., Conf. on Found. and Excavations in Decomposed Rock of Piedmont Province, ASCE, New York, N.Y.
16. Mitchell, J. K., and Sitar, N. (1982). "Engineering properties of tropical residual soils." Proc., Conf. on Engrg. and Constr. in Tropical and Residual Soils, Honolulu, Hawaii.
17. Parker, J. M. III. (1979). "Geology and mineral resources of Wake County. Bull. 86, North Carolina Dept. of Envir., Health and Nat. Resour., Div. of Land Resour., Geo. Survey Section, Raleigh, N.C.
18. Seed, H. B., and Idriss, I. M. (1970). "Soil moduli and damping factors for dynamic response analysis." Rep. No. EERC 70-10, Earthquake Engrg. Res. Ctr., Univ. of California at Berkeley, Berkeley, Calif.
19. Sowers, G. F. (1954). "Soil problems in the southern Piedmont region." Proc., Soil Mech. and Found Div., ASCE, Vol. 80, Separate No. 416, New York, N.Y.
20. Sowers, G. F. (1963). "Engineering properties of residual soils derived from igneous and metamorphic rocks." Proc., 2nd Panamerican Conf. on Soil Mech. and Found. Engrg., San Paulo, Brazil.
21. Sowers, G. F., and Richardson, T. L. (1983). "Residual soils of Piedmont and Blue Ridge." Transp. Res. Record, No. 919, Transp. Res. Bull., Washington, D.C.
22. Sowers, G. F. (1994). "Residual soil settlement related to the weathering profile." Proc., Conf. on Vertical and Horizontal Deformations of Found. and Embankments, New York, N.Y.
23. Stokoe, K. H. II., and Lodde, P. F. (1978). "Dynamic response of San Francisco Bay mud." Proc., Conf. on Earthquake Engrg. and Soil Dynamics, ASCE, Pasadena, Calif.
24. Timoshenko, S. P., and Gere, J. M. (1972). Mechanics of material. Van Nostrand Reinhold Co., New York, N.Y.
25. Vaughan, P. R., and Kwan, C. W. (1984). "Weathering, structure and in situ stress in residual soils." Geotechnique, ICE, 34(1), 43-59.
26. Wahls, H. E., and Gupta, M. (1994). "Settlement of shallow foundation on sand." Proc., of Settlement "94," Vertical and Horizontal Deformation of Found. and Embankments, Geotech. Special Publ. No. 40, College Station, Tex., 190-206.
27. Willmer, J. L., Futrell, G. E., and Langfelder, J. (1982). "Settlement predictions in Piedmont residual soil." Proc., Conf. on Engrg. and Constr. in Tropical and Residual Soils, Honolulu, Hawaii.
28. Wilson, B. V. (1988). "Evaluation of in-situ testing of residual soils and prediction of settlement," Masters thesis, Dept. of Civ. Engrg., North Carolina State Univ., Raleigh, N.C.