Strain rate effects in model pressuremeter testing

Journal of Geotechnical Engineering

Volumn 123, Issue 11, 1997, Pages 1051-1059

  Penumadu, Dayakar ^a   Chameau, Jean Lou ^b  

^a Clarkson University   (United States)

^b Georgia Institute of Technology   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; ELASTIC MODULI; KAOLIN; MATERIALS TESTING APPARATUS; SHEAR STRENGTH; SHEAR STRESS; STRAIN RATE;

AUTOMATED FLEXIBLE WALL CALIBRATION CHAMBER TESTING SYSTEM; STRAIN CONTROLLED MODEL PRESSUREMETER TESTS;

SOIL TESTING;

CAVITY EXPANSION; PRESSUREMETER TESTING; STRAIN RATE;

EID: 0031277582     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:11(1051)     Document Type: Article

References (39)

1. Ali, F. H. (1989). "Generation and dissipation of excess pore pressure during pressuremeter tests." Soils and Found., Tokyo, Japan, 29(1), 173-179.
2. Anderson, W. F., and Pyrah, I. C. (1986). "Undrained strength and deformation parameters from pressuremeter test results." The Pressuremeter and Its Marine Applications, STP 950, ASTM, Philadelphia, PA, 324-338.
3. Anderson, W. F., Pyrah, I. C., and Haji-Ali, F. (1987). "Rate effects in pressuremeter testing in clays." J. Geotech. Engrg., ASCE, 113(11), 1344-1358.
4. Arnold, M. (1981). "An empirical evaluation of pressuremeter test data." Can. Geotech. J., Ottawa, Canada, 18(3), 455-459.
5. Bjerrum, L. (1972). "Embankments on soft ground." Proc. ASCE Speciality Conf. on Perf. of Earth and Earth Supported Struct., Purdue Univ., West Lafayette, Ind., 2, 1-54.
6. Carter, J. P. (1978). "A computer program for the analysis of a cylindrical cavity expansion in soil (CAMFE)." Rep. No. CUED/SOILS/TR52, Univ. of Cambridge, Cambridge, England.
7. Casagrande, A., and Wilson, S. D. (1951). "Effect of rate of loading on the strength of clays and shales at constant water content." Géotechnique, London, England, 2, 251-263.
8. 0 triaxial cell." Can. Geotech. J., Ottawa, Canada, 9, 249-260.
9. Denby, G. M. (1978). "Self-boring pressuremeter study of the San Francisco Bay mud," PhD thesis, Stanford University, Stanford, Calif.
10. Ghionna, V. (1981). "Performance of self-boring pressuremeter tests in cohesive deposits." Rep. No. FHWA/RD-81/173, Dept. of Civ. Engrg. MIT, Boston, Mass.
11. Gibson, R. E., and Anderson, W. F. (1961). "In-situ measurement of soil properties with the pressuremeter." Civ. Engrg. and Public Works Rev., London, England, 56(658), 615-618.
12. Hanzawa, H., and Tanaka, H. (1992). "Normalized undrained strength of clay in the normally consolidated state and in the field." Soils and Found., Tokyo, Japan, 32(1), 132-148.
13. Hight, D. W. (1983). "Laboratory investigations on sea-bed clays," PhD thesis, University of London, London, England.
14. Huang, A. B., Chameau, J. L., and Holtz, R. D. (1986). "Interpretation of pressuremeter data in cohesive soils by simplex algorithm." Géotechnique, London, England, 36(4), 599-604.
15. Huang, A. B., Holtz, R. D., and Chameau, J. L. (1991). "Laboratory study of pressuremeter tests in clays." J. Geotech. Engr., ASCE, 117(10), 1549-1567.
16. Jamiolkowski, M., Leroueil, S., and Presti, L. (1991). "Theme lecture: design parameters from theory to practice." Proc. Geo-Coast '91, Yokohama, Japan, 1-41.
17. Kondner, R. L. (1963). "Hyperbolic stress-strain response for cohesive soils." J. Soil Mech. Found. Div., ASCE, 89(1), 115-143.
18. Kulhawy, F. H., and Mayne, P. W. (1990). "Manual on estimating soil properties for foundation design." Rep. No. EL-6800, Electric Power Res. Inst., Palo Alto, Calif.
19. Ladd, C. C. (1985). "Overview of clay behavior." MIT Summer Course on Recent Developments in Measurement of Clays Behavior for Foundation Design, Dept. of Civ. Engrg., MIT, Cambridge, Mass.
20. Ladd, C. C. (1991). "Stability evaluation during staged construction." J. Geotech. Engrg., ASCE, 117(4), 540-615.
21. Li, X. S., Chan, C. K., Shen, C. K. (1988). "An automated triaxial testing system." Rep. No. STP 977, ASTM, Philadelphia, Pa., 95-106.
22. Marquardt, D. W. (1963). "An algorithm for least squares estimation of nonlinear parameters." J. of Soc. of Industrial and Appl. Mathematics, 11, 431-441.
23. Mesri, G., Febres-Cordero, E., Shields, D. R., and Castro, A. (1981). "Shear stress-strain-time behavior of clays." Géotechnique, London, England, 31(4), 537-552.
24. Mukabi, J. N., Tatsuoka, F., and Hirose, K. (1991). "Effect of strain rate on small strain stiffness of kaolin." Proc., XXV JSSMFE Conf., Nagano, Japan.
25. 0-consolidated cohesive soils." Soils and Found., Tokyo, Japan, 26(1), 85-95.
26. Palmer, A. C. (1972). "Undrained plane-strain expansion of a cylindrical cavity in clay: a simple interpretation of the pressuremeter test." Géotechnique, London, England, 22(3), 451-457.
27. Penumadu, D. (1993). "Strain rate effects on pressuremeter testing and neural network approach for soil modeling," PhD thesis, Georgia Institute of Technology, Atlanta, Ga.
28. Penumadu, D., and Chameau, J. L. (1995). "Interpretation of pressuremeter testing in cohesive soil." The pressuremeter and its new avenues, Ballivy, ed., A. A. Balkema, Rotterdam, Quebec, Canada, 215-222.
29. Penumadu, D., and Chameau, J.-L. (1998). "Interpretation of model pressuremeter test using automated clay calibration chamber data." In print, geotechnical testing journal. ASTM, Philadelphia, Pa.
30. Prapaharan, S. (1987). "Effects of disturbance, strain rate, and partial drainage on pressuremeter test results in clay," PhD thesis, Purdue University, W. Lafayette, Ind.
31. Prapaharan, S., Chameau, J. L., and Holtz, R. D. (1989). "Effect of strain rate on undrained strength derived from pressuremeter tests." Géotechnique, London, England, 39(4), 615-624.
32. Prevost, J. H., and Hoeg, K. (1975). "Analysis of pressuremeter in strain-softening soil." J. Geotech. Engrg., 101(8), 717-732.
33. Pyrah, I. C., Anderson, W. F., and Pang, L. S. (1988). "Effects of test procedure on constant rate of strain pressuremeter tests in clay." Proc. Num. Mtds. in Geomech., A. A. Balkema, Rotterdam, Innsbruck, The Netherlands, 647-652.
34. Sheahan, T. C., Ladd, C. C., and Germaine, J. T. (1996). "Rate-dependent undrained shear behavior of saturated clay." J. Geotech. Engrg., ASCE, 122(2), 99-108.
35. Singh, A., and Mitchell, J. K. (1968). "General stress-strain-time function for soils." J. Soil Mech. Found Engng. Div., ASCE, 94(1), 21-46.
36. Skempton, A. W., and Bishop, A. W. (1954). "Chapter 10: soils" Building materials. North Holland Publishing Co., London, England, 417-482.
37. 0 consolidation of undrained clays by means of triaxial cell." Soils and Found., Tokyo, Japan, 31(3), 127-137.
38. Vaid, Y. P., and Campanella, R. G. (1977). "Time dependent behavior of undisturbed clay." J. Geotech. Engrg., ASCE, 103(7), 693-709.
39. Wroth, C. P. (1975). "In situ measurement of initial stresses and deformation characteristics." Proc., Conf. In Situ Measurement of Soil Properties, ASCE, Raleigh, N.C., 2, 181-230.