The hydraulic conductivity of Singapore Marine Clay at Changi

Quarterly Journal of Engineering Geology

Volumn 31, Issue 4 pt 4, 1998, Pages 291-299

  Win, Bo Myint ^a   Arulrajah, A ^a   Choa, V ^b  

^a #09 00 Cable Car Tower   (Singapore)

^b NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Clay; Consolidation; Hydraulic conductivity; In situ tests; Laboratory tests; Marine sediment; Permeability; Singapore

Indexed keywords

MARINE CLAY;

CONSOLIDATION; HYDRAULIC CONDUCTIVITY; MECHANICAL PERMEABILITY; SOIL TESTING;

CLAY;

CLAY; HYDRAULIC CONDUCTIVITY; MARINE SEDIMENT;

SINGAPORE;

EID: 0032216206     PISSN: 04812085     EISSN: None     Source Type: Journal    
DOI: 10.1144/GSL.QJEG.1998.031.P4.02     Document Type: Article

References (16)

1. BALIGH, M. M. & LEVADOUX, J. N. 1980. Pore Pressure Dissipation After Cone Penetration. Research Report, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts. Publication No. R80-11, Order No. 662.
2. BO MYINT WIN, ARULRAJAH, A. & CHOA, V. 1997. Performance of Verification of Soil Improvement work with vertical drains. Proceedings of the 30th Anniversary Symposium of the Southeast Asian Geotechnical Society, Bangkok, 191-203.
3. CARTER, M. 1983. Geotechnical Engineering Handbook. Pentech Press, Devon, UK.
4. GUPTA, R. C. 1983. Determination of the in situ Coefficient of Consolidation and Permeability of Submerged Soils using Electrical Piezoprobe Sounding. PhD Thesis, University of Florida.
5. LARSSON, R. 1981. Drained Behavior of Swedish Clays. Swedish Geotechnical Institute, Report No. 12.
6. LEPS, T. M. 1989. Slurry trench cutoffs and in situ permeability test. De Mello Volume, E. Blucher, LTDA, 259-270.
7. LEROUEIL, S., LERAT, P., HIGHT, D. W. & POWELL, J. J. M. 1992. Hydraulic Conductivity of a recent estuarine silty clay at Bothkennar. Géotechnique, 42, 275-288.
8. MANASSERO, M. 1994. Hydraulic Conductivity Assessment of Slurry Wall Using Piezocone Test. Journal of Geotechnical Engineering, 120, 1725-1746.
9. h evaluations from DMTA dissipation curves. Proceedings of 12th International Conference on Soil Mechanics and Testing Engineering, 1, 281-286.
10. PUBLIC WORKS DEPARTMENT 1976. Geology of the Republic of Singapore. Report.
11. ROWE, P. W. 1972. The relevance of soil fabric to site investigation practice. Géotechnique, 22, 195-300.
12. TAVENAS, F., LEBLOND, P., JEAN, P. & LEROUEIL, S. 1983a. The permeability of natural clays. Part I: Methods of laboratory measurement. Canadian Geotechnical Journal, 20, 629-644.
13. _, JEAN, P. & LEROUEIL, S. 1983b. The permeability of natural soft clays. Part II: Permeability Characteristics. Canadian Geotechnical Journal, 20, 645-660.
14. TAYLOR, D. W. 1948. Fundamentals of Soil Mechanics. Wiley, New York.
15. TJIA, H. D. 1970. Rates of diastrophic movement during Quaternary in Indonesia. Geology en Mijnbouw, 49, 335-338.
16. TORSTENSSON, B. A. 1983. BAT Groundwater Monitoring System, BAT AB, Stockholm.