Environmental Engineering Reference
In-Depth Information
Head, K.H. (1980, 81, 85).
Manual of Soil Laboratory Testing
, Vols 1, 2 and 3. Pentech Press.
Heaton, T.H., Tajima, F. and Mori, A.W. (1982). Estimating ground motions using recorded
accelerograms. Unpublished report by Dames and Moore to Exxon Production Res. Co.
Houston, Texas.
HEC (1988).
King River power development
. Technical data and description. Information prepared
for ANCOLD conference.
HEC (1969). Cethana Dam: flood breach of partly completed rockfill dam,
ANCOLD Bulletin
,
No. 28, Australian National Committee on Large Dams, Melbourne.
Hedberg, J. (1977). Cyclic stress strain behaviour of sand in offshore environment. PhD thesis,
Dept. Civil Engineering, Massachusetts Inst. of Tech.
Heerten, G. (1984). Geotextiles in coastal engineering - 25 years experience.
Geotextiles and
Geomembranes
1, 119-141.
Heerten, G. (1993). A contribution to the improvement of dimensioning analogies for grain filter
and geotextile filter.
In Filters in Geotechnical and Hydraulic Engineering,
Editors Brauns,
Helbaum and Schuler, Balkema, Rotterdam, 121-127.
Hendron, A.J. and Patton, F.D. (1985).
The Vaiont slide, a geotechnical analysis based on new geo-
logic observations of the failure surface.
US Army Corps of Engineers, Technical Report GL-85-5.
Henkel, D.J. (1960). The shear strength of saturated remoulded clays.
Proc.
ASCE
Research Conf.
on Shear Strength of Cohesive Soils
, 533-554.
Herbert, C. (ed.) (1983).
Geology of the Sydney 1:100 000 Sheet 9130
, Geological Survey of New
South Wales. Department of Mineral Resources, Sydney.
Hess, H.H. and Poldervaart, A. (1967).
Basalts, the Poldervaart treatise on rocks of basaltic composi-
tion
, Vol. 1, Interscience Publishers.
Hight, D.M. (1982). A simple piezometer probe for the routine measurement of pore pressure in tri-
axial tests on saturated soils.
Geotechnique
, 32, No. 4, 396-401.
Highway Research Board (1964).
Symposium on Alkali-Carbonate Rock Reaction
. Highway
Research Board Record No. 45, HRB Publication 1167, 244.
Hillis, R.R., Meyer, J.J. and Reynolds, S.G. (1998). The Australian Stress Map,
Exploration geo-
physics
, 29, 420-427.
Hinks, J.L. and Gosschalk, E.M. (1989). dams and earthquakes - a review.
Dam Engineering
, Vol.
IV, Issue 1, 9-26.
Hirschfeld, R.C. and Poulos, S.J. (1972).
Embankment Dams Engineering
. The Casagrande
Volume. Wiley.
Høeg, K., Johansen, P.M., Kjærnsli, B. and Torblaa, I. (1998).
Internal Erosion in Embankment Dams
.
Research Project Sponsored by Norwegian Electricity Federation (EnFO). (In Norwegian with
English summary).
Hoek, E. (1998). Reliability of Hoek-Brown estimates of rock mass properties and their impact on
design,
International Journal of Rock Mechanics and Mining Sciences
, 35(1), 63-68.
Hoek, E. (1999). Putting numbers to geology - an engineer's viewpoint,
Quart. Jour. Eng. Geol.
, 32,
1-19.
Hoek, E. (2002). A brief history of the development of the Hoek-Brown failure criterion. Assessed
through the program
RocLab
, Rocscience.com
Hoek, E. and Bray, J.W. (1981).
Rock Slope Engineering
. Institution of Mining and Metallurgy,
London.
Hoek, E. and Brown, E.T. (1997). Practical estimates of rock mass strength.
International Journal
of Rock Mechanics and Mining Sciences
, 34(8), 1165-1186.
Hoek, E., Kaiser, P.K. and Bawden, W.F. (1995). Support of underground excavations in hard rock.
Balkema, Rotterdam.
Holtz, R.D. and Kovacs, W.D. (1981).
Introduction to Geotechnical Engineering.
Prentice Hall.
Holzhausen, G.R. (1989). Origin of sheet structure, 1. morphology and boundary conditions.
Eng.
Geol.
, Vol. 27, 225-278.
Honjo, Y. and Veneziano, D. (1989). Improved filter criterion for cohesionless soils.
J. Geotech.
Eng.
ASCE
.
Vol. 115, No. 1, 75-94.
Horswill, P. and Horton, A. (1976).
Cambering and valley bulging in the Gwash Valley at
Empingham, Rutherland.
Phil. Trans. Roy. Soc. London, A283, 427-462.
Hosking, A.D. (1990). Discussion on Engineering description of weathered rock, a standard system.
ANCOLD Bulletin
85, 15-16, Australian National Committee on Large Dams, Melbourne.
