Effects of Placement Method on Geotechnical Behavior of Hydraulic Fill Sands
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 10
Abstract
Results of an investigation of the geotechnical behavior of a hydraulic sand placed at a land reclamation site in Hong Kong are presented and interpreted. The study was conducted to aid in developing guidelines for quality control of hydraulic landfill placement. The work described consisted of: (1) field investigations; (2) static and cyclic triaxial testing; and (3) calibration chamber tests to study the cone penetration test versus Dr relationships for marine sands obtained from the reclamation sites. The results of this study clearly indicate that the placement technique is the single most important factor controlling the geotechnical behavior of a given type of sand when placed as a hydraulic fill. The weakest zone is generally located just beneath the water level where fill deposition is placed by pipeline discharge.
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References
1.
Bellotti, R., Bizzi, G., and Ghionna, V. (1982). “Design, construction and use of a calibration chamber.” Proc., 2nd European Symp. on Penetration Testing, Elsevier Sciences, Amsterdam, 439–446.
2.
Fretti, C., Lo Presti, D. C. F., and Pedroni, S. (1995). “A pluvial deposition method to reconstitute well-graded sand specimens.” Geotech. Testing J., ASTM, GTJODJ, 18(2), 292–298.
3.
“Guide to site investigation.” (1987). GEOGUIDE 2, Geotech. Engrg. Ofc., Civ. Engrg. Dept., Government of the Hong Kong Special Administrative Region, Hong Kong.
4.
Ghionna, V. N., and Jamiolkowski, M. ( 1991). “A critical appraisal of calibration chamber testing of sands.” Calibration chamber testing, An-Bin Huang, ed., Elsevier Science, New York, 13–40.
5.
Ibrahim, A. A., and Kagawa, T. (1991). “Microscopic measurement of sand fabric from cyclic tests causing liquefaction.” Geotech. Testing J., ASTM, GTJODJ, 14(4), 371–382.
6.
Ishihara, K. (1993). “Liquefaction and flow failure during earthquakes. The 33rd Rankine lecture.” Géotechnique, London, 43(3), 351– 415.
7.
Jamiolkowski, M., Baldi, G., Bellotti, R., Ghionna, V., and Pasqualini, E. (1985). “Penetration resistance and liquefaction of sands.” Proc., 11th ICSMFE, A. A. Balkema, Rotterdam, 4, 1891–1896.
8.
Jefferies, M. G., Rogers, B. T., and Steward, H. R. ( 1988). “Island construction in the Canadian Beaufort Sea.” Geotech. Spec. Publ. No. 21, ASCE, New York.
9.
Leung, D. H. K. ( 1994). “Mechanical behavior of hydraulic fill sands in Hong Kong.” MS thesis, Dept. of Civ. and Struct. Engrg., Hong Kong University of Science and Technology, Clear Water Bay, Hong Kong.
10.
Mahmood, A., Mitchell, J. K., and Lindblom, U. ( 1976). “Effect of specimen preparation method on grain arrangement and compressibility in sand.” Soil specimen preparation for Laboratory Testing, ASTM STP 599, ASTM, West Coshohocken, Pa., 169–192.
11.
Mitchell, J. K., and Solymar, Z. V. (1984). “Time-dependent strength gain in freshly deposited or densified sand.”J. Geotech. Engrg., ASCE, 110(11), 1559–1576.
12.
Mulilis, J. P., Chan, C. K., and Seed, H. B. (1975). “The effects of method of sample preparation on the cyclic stress-strain behavior of sands.” Rep. No. EERC 75-18, Earthquake Engrg. Res. Ctr., University of California, Calif.
13.
Nemat-Nasser, S., and Takahashi, K. (1984). “Liquefaction and fabric of sand.”J. Geotech. Engrg., ASCE, 110(9), 1291–1306.
14.
Parkin, A. K., and Lunne, T. (1982). “Boundary effects in the laboratory calibration of cone penetrometer for sand.” Proc., ESOPT.
15.
Salgado, R. ( 1993). “Analysis of penetration resistance in sands,” PhD thesis, Dept. of Civ. Engrg., University of California, Berkeley, Calif.
16.
Salgado, R., Mitchell, J. K., and Jamiolkowski, M. (1997). “Cavity expansion and penetration resistance in sand.”J. Geotech. and Geoenvir. Engrg., ASCE, 123(4), 344–354.
17.
Seed, H. B., and Lee, K. L. (1966). “Liquefaction of saturated sands during cyclic loading.”J. Soil Mech. and Found. Div., ASCE, 93(3), 83–108.
18.
Shen, C. K., and Lee, K. M. (1995). “Hydraulic fill performance in Hong Kong.” GEO Rep. No. 40, Geotech. Engrg. Ofc., Civ. Engrg. Dept., Government of the Hong Kong Special Administrative Region, Hong Kong.
19.
Shen, C. K., Lee, K. M., and Li, X. S. (1997). “A study of hydraulic fill performance in Hong Kong—Phase 2.” GEO Rep. No. 64, Geotech. Engrg. Ofc., Civ. Engrg. Dept., Government of the Hong Kong Special Administrative Region, Hong Kong.
20.
Sladen, J. A. (1990). “Effect of placement method on the liquefaction potential of hydraulic sand fill.” Proc., Port of Los Angeles Seismic Workshop.
21.
Tatsuoka, et al. (1986). “Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods.” Soils and Found., Tokyo, 26(3), 23–41.
22.
Verdugo, R. ( 1992). “Characterisation of sandy soil behavior under large deformation,” PhD thesis, Dept. of Civ. Engrg., University of Tokyo, Tokyo.
23.
Wallays, M. (1983). “Deep compaction by vertical and horizontal vibration.” Geotech. Engrg., 14.
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Received: Sep 9, 1996
Published online: Oct 1, 1999
Published in print: Oct 1999
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