One‐Dimensional Shock and Quasi‐Static Liquefaction of Silt and Sand
Publication: Journal of Geotechnical Engineering
Volume 120, Issue 10
Abstract
This paper summarizes the results of undrained quasi‐static and shock compression tests performed on confined specimens of saturated Bonny Silt, Monterey No. 0/30 sand, and a mixture of the two soils. The tests evaluated pore pressure response and liquefaction potential of sand, silt and silty‐sand subjected to high intensity compressive loading. The quasi‐static tests consisted of load cycles of increasing magnitude and the shock tests consisted of millisecond compressive wave loadings. Shock and quasi‐static induced excess pore pressures were approximately equal when the sand was subjected to equal peak strains. The silt and the mixture exhibited significantly higher increases in excess pore pressure under quasi‐static loading than under shock loading for the same peak strain. The pore‐pressure ratio of the three soil types increased with increasing peak strain, with decreasing effective stress, and with increasing void ratio.
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References
1.
Annual book of ASTM standards; soil and rock; building stones. (1988). Section 4, Vol. 8, ASTM, Philadelphia, Pa.
2.
Bolton, J. (1989). “Undrained confined compression behavior of saturated sand and silt,” MS thesis, Department of Civil Engineering, Colorado State University, Fort Collins, Colo.
3.
Charlie, W. A. (1978). “The dial pack event.” Transcripts of the Int. Workshop on Blast‐Induced Liquefaction, Dames and Moore/AFOSR, Maidenhead, England, 149–165.
4.
Charlie, W. A., Doehring, D. O., Veyera, G. E., and Hassen, H. A. (1988). “Blast‐induced liquefaction of soils: laboratory and field tests.” Final Rep., Air Force Office of Scientific Research, Bolling AFB, Washington, D.C.
5.
Crawford, R. E., Higgins, C. J., and Bultman, E. H. (1974). “The Air Force manual for design and analysis of hardened structures.” Rep. AFWL‐TR‐74‐102, Air Force Weapons Lab., Kirtland AFB, N.M.
6.
Farr, J. V. (1990). “One‐dimensional loading‐rate effects.” J. Geotech. Engrg., ASCE, 116(1), 119–135.
7.
Felice, C. W., Gaffney, E. S., Brown, J. A., and Olsen, J. M. (1987). “Dynamic high stress experiments on soil.” Geotech. Testing J., 10(4), 192–202.
8.
Fragaszy, R. J., and Voss, M. E. (1986). “Undrained compression behavior of sand.” J. Geotech. Engrg., ASCE, 112(3), 334–347.
9.
Jackson Jr., J. G., Ehrgott, J. Q., and Rohani, B. (1980). “Loading rate effects on the compressibility of sand.” J. Geotech. Engrg. Div., ASCE, 108(8), 829–852.
10.
Ladd, R. S. (1978). “Preparing test specimens using undercompaction.” Geotech. Testing J., 1(1), 16–23.
11.
NRC Committee on Earthquake Engineering, Liquefaction of soils during earthquakes. (1985). National Research Council National Academy Press, Washington, D,C.
12.
Richart, F. E., Hall, J. R., and Woods, R. D. (1970). Vibrations of soils and foundations. Prentice‐Hall, Englewood Cliffs, N.J.
13.
Skempton, A. W. (1954). “The pore pressure coefficients A and B.” Geotechnique, London, England, 4(4), 143–147.
14.
Veyera, G. E. (1985). “Transient porewater pressure response and liquefaction in a saturated sand,” Doctoral Dissertation, Department of Civil Engineering, Colorado State University, Fort Collins, Colo.
15.
Veyera, G. E., and Charlie, W. A. (1992). “Measurement of C‐values less than unity for saturated sands.” Geotech. Testing J., 15(2), 223–230.
16.
Whitman, R. V. (1970). “The response of soils to dynamic loadings.” Rep. 26, Final Rep. Contract Rep. No. 3‐26, U.S. Army Engrs. Waterways Experiment Station, Vicksburg, Miss.
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Copyright © 1994 American Society of Civil Engineers.
History
Received: Jun 3, 1991
Published online: Oct 1, 1994
Published in print: Oct 1994
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