Geoscience Reference
In-Depth Information
Hayashi, H., Nishikawa, J. and Sawai, K. (2003) Improvement effect of vacuum consolida-
tion and prefabricated vertical drain in peat ground.
Proc. 2nd International Conference on
Advances in Soft Soil Engineering and Technology
(eds. B. Huat
et al.
), Putrajaya, Malaysia.
pp. 625-33.
Hebib, S. (2001) Experimental investigation of the stabilisation of Irish peat.
PhD Dissertation
,
Trinity College Dublin, Ireland. Hebib, S. and Farrell, R. E. (2003) Some experiences on the
stabilization of Irish peats.
Canadian Geotechnical Journal
,
40
, 107-20.
Helmholtz, H. (1879) Studien über elektrische Grenschichten,
Annalen der Physik
,
7
, 337-82.
Hobbs, N. B. (1986) Mire morphology and the properties and behaviour of some British and
Foreign Peats.
Quarterly Journal of Engineering Geology
,
19
, 7-80.
Holtz, R. D. and Kovacs, W. D. (1981)
An Introduction to Geotechnical Engineering
.
Prentice-Hall, New Jersey.
Horowitz, A. J. (1991)
A Primer on Sediment-Trace Element Chemistry
. Lewis Publishers,
Chelsea, Michigan.
Horvath, J. S. (1995)
Geofoam Geosynthetic
. Horvath Engineering, Scarsdale, NY.
Hooton, R. D. (1993) Influence of silica fume replacement of cement on physical properties
and resistance to sulphate attack, freezing and thawing and alkali reactivity,
ACI Materials
Journal
,
90
, 143-51.
Houlsby, A. C. (1990)
Construction and Design of Cement Grouting.
John Wiley &, New
York, p. 65.
Huang, J. T. and Airey, D. W. (1998) Properties of artificially cemented carbonate sand.
Journal
of Geotechnical and Geoenvironmental Engineering
,
124
(6), 492-9.
Huang, J. and Han, J. (2009) 3D coupled mechanical and hydraulic modeling of a geosynthetic-
reinforced deep mixed column-supported embankment.
Geotextiles and Geomembranes
,
27
,
272-80.
Huat, B. B. K. (1990) Model studies of piled embankment - centrifuge and finite elements.
British
Geotechnical Society Young Geotechnical Engineers Symposium
, University of Sheffield, UK,
6-8 March.
Huat, B. B. K. (1994) Behaviour of soft clay foundation beneath an embankment.
Pertanika
Journal of Science and Technology
,
2
(2), 215-35.
Huat, B. B. K. (1995) Stability of embankment on soft ground: lesson from failures.
Pertanika
Journal of Science and Technology
,
3
(1), 123-39.
Huat, B. B. K. (1996) Observational method of predicting the settlement.
Proc. Twelfth Southeast
Asian Geotechnical Conference
, Kuala Lumpur, pp. 191-6.
Huat, B. B. K. (2002a) Hyperbolic method for predicting embankment settlement.
Proc. 2nd
World Engineering Congress
, Kuching, Sarawak, 1, pp. 228-32.
Huat, B. B. K. (2002b) Some mechanical properties of tropical peat and organic soils.
Proc. 2nd
World Engineering Congress
, Kuching, Sarawak, pp. 82-7.
Huat, B.B.K. (2004)
Organic and Peat Soils Engineering
. 1st edn. University Putra Malaysia
Press, Serdang, Malaysia.
Huat, B. B. K. and Ali, F. H. (1992a) Embankment on soft ground reinforced with piles.
Institution of Engineers, Malaysia
,
51
, 57-69.
Huat, B. B. K. and Ali, F. H. (1992b) Piled embankment on soft ground.
Proc. Sec-
ond International Conference on Deep Foundation Practise
, Singapore, 4-6 November,
27-32.
Huat, B. B. K. and Ali, F. H. (1993a) Piled embankment on soft clay. Comparison between
model and field performance.
Proc. Third International Conference on Case Histories in
Geotechnical Engineering
, St Louis, 1, 433-6.
Huat, B. B. K. and Ali, F. H. (1993b) A contribution to the design of a piled embankment.
Pertanika Journal of Science and Technology
,
1
(1), 79-92.
