Geoscience Reference
In-Depth Information
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Riddler N.A. (1994), “Groundwater Investigations'' Drainage Principles and
Applications (Ed., H.P, Ritzema), International Institute for Land Reclamation
and Management Publication, The Netherlands, 2nd Edition.
•
Robertson P.K. and Campanella R.G. (1983), “Interpretation of Cone Penetration
Tests'', Canadian Geotechnical Journal, Vol. 31, No. 3, pp 335-432.
•
Robertson P.K., Campanella R.G., Gillespie D. and Greig J. (1986), “Use of
piezometer cone data: Use of in situ tests in Geotechnical Engineering'', ASCE
Geotechnical Special Publication No. 6, pp 1263-1280
•
Rowe, P.W. (1972), “The Relevance of Soil Fabric to Site Investigation Practice''
Geotechnique, Vol. 22, No. 2, pp 195-300.
•
Sabatani P.J., Bachus R.C., Mayne P.W., Schnedier J.A. and Zettler T.E. (2002),
“Evaluation of Soil and Rock properties Geotechnical Engineering Circular No. 5,
Report No. HHWA-IF-02-034'', Federal Highway Administration, Washington.
•
Santamarina C., Altschaeffl A.G. and Chameau J.L. (1992), “Reliability of Slopes:
Incorporating Qualitative Information'' Transportation research Record 1343,
Rockfall, Prediction, control and landslide case histories, pp 1-5.
•
Schmertmann J.H. (1978), “Guidelines for cone penetration testing - Performance
and Design'', U.S. Department of Transportation, Federal Highways Administra-
tion, Washington DC.
•
Serafim J.L. and Pereira J.P. (1983), “Considerations of the Geomechanics Classifi-
cation of Bieniawski'' Proceedings of the International Symposium of Engineering
Geology and Underground Construction, Lisbon, pp 1133-1144.
•
Skempton A.W. (1957), “Discussion on the design and planning of Hong Kong
Airport'' Proceedings of the Institution of Civil Engineers, Vol. 7.
•
Skempton A.C. (1986), “Standard Penetration Test Procedures and the effects
in sands of overburden pressure, relative density, particles size aging and
overconsolidation'' Geotechnique 36, No. 3, pp 425-447.
•
Skipp B.O. (1992), “Seismic Movements and rock masses'' Chapter 14 in
Engineering in Rock Masses edited by FG Bell, Butterworth Heinemann.
•
Spears (1980), “Towards a classification of shales'' Journal of The Geological
Society, No. 137, pp 125-130.
•
Somerville S.H. (1986), “Control of Groundwater for temporary works'' CIRIA
Report 113.
•
Strohm WE Jr, Bragg GH JR and Zeigler TH (1978), “Design and construc-
tion of Compacted Clay Shale Embankments'' Technical Guidelines Report
FHWA-RD-78-141, Vol. 4.
•
Stroud M.A. and Butler F.G. (1975), “The standard penetration test and the
engineering properties of glacial materials'' Proceedings of the symposium on
Engineering Properties of glacial materials, Midlands, U.K.
•
Stroud M.A. (1974), “The Standard Penetration Test: Introduction Part 2''
Penetration Testing in the U.K., Thomas Telford , London, pp 29-50.
•
Takimatsu K. and Seed H.B. (1984), “Evaluation of settlements in sands
due to earthquake shaking'' Journal of Geotechnical Engineering, Vol. 113,
pp 861-878.
•
Walsh P., Fityus S. and Kleeman P. (1998), “A note on the Depth of Design Suc-
tion Changes in South Western Australia and South Eastern Australia'' Australian
Geomechanics Journal, No. 3, Part 3, pp 37-40.
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