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Online Geoengineering Library
A collection of publications available on the
internet at no cost. (Currently 811 different recources in 20 sections).
New Additions:
Soil Mechanics
Geology Note No.5: 210-VI. ENG - Soil sample size requirements for soil
mechanics laboratory testing, (1991). United States Department of
Agriculture, Soil Conservation Service, Washington
D.C.
G.R. Dasari, M.D. Bolton, C.W.W.N. Ng,
(1995). Technical Report No: CUED/D/-SOILS/TR275. Small Strain
Measurement using modified LDTs. Cambridge University Engineering
Department.
K.J.L. Stone, C.C. Smith, A.N. Schofield, (1995). Technical Report No:
CUED/D-SOILS/TR296. A Thermally controlled Test Chamber for Centrifuge
and Laboratory Experiments. Cambridge University Engineering Department.
Charles W.W. Ng, (1995). Technical Report No: CUED/D-SOILS/TR282. Measurement
of Small Strains using Semiconductors in Centrifuge Tests. Cambridge
University Engineering Department.
D.J. White, W.A. Take, (2002). Technical Report No: CUED/D-SOILS/TR322. Geo
PIV: Particle Image Velocimetry (PIV) software for use in geotechnical
testing. Cambridge University Engineering Department.
Rock Mechanics
Sergei A. Stanchits, David A. Lockner, Alexander V. Ponomarev, (2003). Anisotropic
Changes in P-Wave Velocity and Attenuation during Deformation and Fluid
Infiltration of Granite. Bulletin of Seismological Society of America.
R. Summers, J. Byerlee, (1977). Open-file Report 77- 142. Summary of
results of frictional sliding studies, at confining pressures up to 6.98
kb, in selected rock materials. U.S.
Department of Interior Geological Survey, Office of Earthquake Studies, California.
Paul A. Johnson, Bernard Zinszner, Patrick Raolofosaon, Frederic
Cohen-Tenoudji, Koen Van Den Abeele, (2004). Dynamic measurements of the
nonlinear elastic parameter in rock under varying conditions. Journal of
Geophysical Research, Vol. 109, B02202. American Geophysical Union.
T.J. Ulrich, K.R. McCall, R.A. Guyer, (2002). Determination of elastic
moduli of rock samples using resonant ultrasound spectroscopy. Journal of
Acoustical Society. Acoustical Society of America.
J.J. Riedel, J.F. Labuz, (2002). Observations of failure models in Plane
Strain Compression. Proceedings of the North American Rock Mechanics
Symposium.
Foundation Design
Malcolm Bolton, Andrew Barefoot, (1997). The Variation of critical
pipeline trench Back-Fill Properties. Proceedings of IBC Conference on
Risk-Based and Limit State Design and Operation of Pipelines, Aberdeen.
Ashraf S. Osman, Malcolm D. Bolton, (2004). A new Approach to the
estimation of undrained settlement of shallow foundations on soft clay. Engineering
Practice and Performance of Soft Deposits, International Symposium, Osaka.
A.S. Osman, H.C. Yeow, M.D. Bolton,
(2004). Estimation of undrained settlement of shallow foundations on
London Clay. International Conference on Structural and Foundation
Failures, Singapore.
A.S. Osman, M.D. Bolton, (2005). Simple
plasticity- based prediction of the undrained settlement of shallow
circular foundations on clay. Geotechnique 55, No.6, pp. 435-447.
G.T. Houlsby and C.P. Wroth, (1983). Calculation of Stresses on Shallow
Penetrometers and Footings. Proceedings of the International Union of
Theoretical and Applied Mechanics (IUTAM), International Union of Geodesy and Geophysics (IUGG). Symposium
on Seabed Mechanics, Newcastle upon Tyne.
Environmental Geotechnics
Zekkos D., Bray J.D., Riemer M., Kavazanjian E., Athanasopoulos G. A.
(2007). Response of Municipal Solid Waste from Tri-Cities landfill in
Triaxial Compression. 11th International Waste Management and Landfill
Symposium, Sardinia 2007, 1-5 October 2007.
Geotechnical Investigations & In-situ testing
Soil Mechanics Note No.11, 210-VI, (1984). ENG- The static Cone
Penetrometer: The Equipment and using the Data. United States Department
of Agriculture, Soil Conservation Service, Washington D.C.
R. Phillips, A.J. Valsangkar, (1987). Technical Report No. CUED/D - Soils
TR 210. An Experimental Investigation of Factors affecting Penetration
Resistance in Granular Soils in Centrifuge Modelling. Cambridge
University Engineering Department.
M.D. Bolton, M.W. Gui, (1993). Technical Report No. CUED/D-SOILS/TR256.
The Study of Relative Density and Boundary Effects for Cone Penetration
Tests in Centrifuge. Cambridge University Engineering Department.
R. Salgado, J.K. Mitchell, M. Jamiolkowski, (1997). Cavity expansion and
Penetration Resistance in Sand. Journal of Geotechnical and
Geoenvironmental Engineering.
R. Salgado, J.K. Mitchell, M. Jamiolkowski, (1998). Calibration Chamber
size effects on Penetration Resistance in Sand. Journal of Geotechnical
and Geoenvironmental Engineering.
Ground Improvement
M.R. Dyer, (1985). Observation of the stress distribution in crushed
glass with applications to soil reinforcement, Abstract. PhD Thesis,
Oxford University Civil Engineering Department of Engineering Science.
Ennio Marques Palmeira, (1987). The Study of Soil- Reinforcement
interaction by Means of Large Scale Laboratory Tests, Abstract. PhD
Thesis, Oxford University Civil Engineering Department of Engineering
Science.
Martin John Pedley, (1990). The Performance of Soil Reinforcement in
Bending and Shear, Abstract. PhD Thesis, Oxford University Civil
Engineering Department of Engineering Science.
Kouji Tei, (1993). A Study of Soil Nailing in Sand, Abstract. PhD Thesis,
Oxford University Civil Engineering Department of Engineering Science.
Jonathan David Morris, (1999). Physical and Numerical Modelling of
Grouted Nails in Clay, Abstract. PhD Thesis, Oxford University Civil
Engineering Department of Engineering Science.
Dams & Embankments
B. Indraratna, A.S. Balasubramaniam, S. Balachandran, (1992). Performance
of Test Embankment constructed to failure on soft Marine Clay. Journal of
Geotechnical Engineering, Vol.118, No.1, ASCE.
J.C. Chai, D.T. Bergado, (1993). Some techniques for finite element
analysis of embankments on soft ground. Canadian Geotechnical Journal,
30, pp 710-719.
Baxter Diane Yamane, (2000). Mechanical Behavior of Soil-Bentonite Cutoff
Walls. PhD Thesis, Department of Civil Engineering, Virginia Polytechnic
Institute and State University.
Y. Daghigh, (1993). Numerical simulation of dynamic behaviour of an
earthdam during seismic loading. PhD Thesis, Delft university, Department
of Civil Engineering and Geosciences.
Engineer Manual: 1110-2-1908 CECW-EG, (1995). Engineering and Design:
Instrumentation of Embankment Dams and Levees. Department of the Army,
U.S. Army Corps of Engineers, Washington D.C.
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