Online
Geoengineering Library
A collection of publications available on the
internet at no cost. (Currently 1150 different resources in 20
sections).
New Additions:
Soil Mechanics
J. Medzvieckas, D. Slizyte, V. Stragys, (2004). Soil Mechanics (STGT B
06104) Laboratory Testing Manual. Vilnius Gediminas Technical
University, Geotechnical Department.
Behrooz Ghahremannejad, (2003). Thermo-
Mechanical Behaviour of Two Reconstituted Clays. PhD Thesis, University
of Sydney, Department of Civil Engineering.
Rock Mechanics
Ki-Bok Min, (2004). Fractured Rock Masses as Equivalent Continua - A
Numerical Study. PhD Thesis, Royal Institute of Technology in
Stockholm, KTH, Department of Land and Water Resources Engineering.
J.G. Wang, Y. Ichikawa, C.F. Leung, (2003). A Constitutive model for
rock interfaces and joints. International Journal of Rock Mechanics
& Mining Sciences 40 (2003) 41-53. Elsevier Science Ltd.
M.S. Diederichs, P.K. Kaiser, E. Eberhardt, (2004). Damage initiation
and propagation in hard rock during tunnelling and the influence of
near-face stress rotation. International Journal of Rock Mechanics
& Mining Sciences 41 (2004) 785-812. Elsevier Ltd.
Foundation Design
Engineer Manual EM 1110-2-2906, (1991). Engineering and Design: Design
of Pile Foundations. Department of the Army, U.S. Army Corps of
Engineers, Washington DC.
Z.G. Kyform A.R. Schnore, T.A. Carlo, P.F. Baily, (1992). Report No:
FHWA-SA-91-042 Static Testing of Deep Foundations. U.S. Department of
Transportation, Federal Highway Administration. Office of Technology
Applications.
Byron Byrne, (1995). Driven Pipe Piles in Dense Sand. Geomechanics
Group, The University of Western Australia. Australian Geomechanics 27,
pp. 72-
80.
Robert L. Mokwa, (1999). Investigation of the Resistance of Pile Caps
to Lateral Loading. PhD Thesis, Virginia Polytechnic and State
University, Blacksburg, Virginia.
Geotechnical Earthquake Engineering - Soil Dynamics
H. Mitrani, S.P.G. Madabhushi, (2006). Use of cemented zones as a
liquefaction remediation method for existing buildings - Data Report on
centrifuge tests CZ1P, CZ1F and CZ3. Cambridge University Engineering
Department Technical Report CUED/D-SOILS/TR.344 (2006).
H. Mitrani, S.P.G. Madabhushi, (2006). Use of inclined micro-piles as a
liquefaction remediation method for existing buildings - Data Report on
centrifuge tests MP1, MP2 and MP3. Cambridge University Engineering
Department Technical Report CUED/D-
SOILS/TR.345 (2006).
Scott M. Olson, Russell A. Green, Stephen F. Obermeier, (2005).
Geotechnical Analysis of Paleoseismic shaking using Liquefaction
features: a Major updating. Engineering Geology 76 (2005) 235-
261. Elsevier B.V.
Russell A. Green, Stephen F. Obermeier, Scott M. Geotechnical
Investigations & In-situ testing
R.G. Campanella and D.S. Wickremesinghe, (1989). Users' Manual and
IBM-PC Programs. Statistical Evaluation of In-Situ Test Data. Soil
Mechanics Series No. 129. Department of Civil Engineering, The
University of British Columbia, Vancouver, Canada. Available from Dr.
Richard (Dick) Campanella Homepage.
R.G. (DICK) Campanella and Research Students, (1998). PART 1, UBC CPTU
Course Manual: Interpretation & Use of Piezocone Test Data for
Geotechnical Design. In-Situ Soil Testing Research Group, Department of
Civil Engineering, The University of British Columbia, Vancouver,
Canada. Available from Dr. Richard (Dick) Campanella Homepage.
R.G. (DICK) Campanella and Research Students, (1998). PART 2, UBC CPTU
Course Manual: Interpretation & Use of Piezocone Test Data for
Geotechnical Design. In-Situ Soil Testing Research Group, Department of
Civil Engineering, The University of British Columbia, Vancouver,
Canada. Available from Dr. Richard (Dick) Campanella Homepage.
R.G. (DICK) Campanella and Research Students, (1998). UBC CPTU Worked
Examples Manual: Interpretation & Use of Piezocone Test Data for
Geotechnical Design. In-Situ Soil Testing Research Group, Department of
Civil Engineering, The University of British Columbia, Vancouver,
Canada. Available from Dr. Richard (Dick) Campanella Homepage.
R.G. Campanella and J.A. Howie, (2004). Practical Applications of the
Cone Penetration Test, a Manual on Interpretation of Seismic Piezocone
Test Data for Geotechnical Design. Geotechnical Research Group,
Department of Civil Engineering, The University of British Columbia,
Vancouver, Canada. Available from Dr. Richard (Dick) Campanella
Homepage.
R.G. Campanella and J.A. Howie and Research Students, (2005). Appendix
B: Practical Applications of the Cone Penetration Test, a Manual on
Interpretation of Seismic Piezocone Test Data for Geotechnical Design:
Worked Examples Manual. The Application of Seismic Piezocone Data to
Geotechnical Design: Worked Examples. Department of Civil Engineering,
The University of British Columbia, Vancouver, Canada. Available from
Dr. Richard (Dick) Campanella Homepage.
H.S. Yu, G.T. Houlsby, (1995). A Large Strain Analytical Solution for
Contraction in Dilatant Soils. International Journal for Numerical and
Analytical Methods in Geomechanics, Vol. 19, 793-811. John Wiley &
Sons Ltd.
G.T. Houlsby, B.G. Clarke, C.P. Wroth, (1986). Analysis of the
Unloading of a Pressuremeter in Sand. Proceedings of the 2nd
International Symposium on the Pressuremeter and its Marine
Applications, Texas, ASTM Special Technical Publication 950, pp 245-
264.
F. Schnaid, G.T. Houlsby, (1990). Calibration Chamber Tests of the
Cone-Pressuremeter in Sand. Proceedings of the 3rd International
Symposium on Pressuremeters, ISP3, Oxford, pp 263-272. Pressuremeters,
Thomas Telford Limited, London.
N.R.F. Nutt, G.T. Houlsby, (1991). Calibration Tests on the Cone
Pressuremeter in Carbonate Sand. Proceedings of the 1st International
Conference on Calibration Testing, Potsdam, New York, pp 265-276.
Elsevier Science Publishing Company Inc.
G.T. Houlsby, N.R.F. Nutt, (1993). Development of the Cone
Pressuremeter. Proceedings of the Wroth Memorial Symposium, Predictive
Soil Mechanics, Oxford, pp. 359-377. Predictive soil mechanics, Thomas
Telford, London.
Tunneling & Underground Construction
W. Broere, (2002). Influence of excess pore pressures on the stability
of the tunnel face. Kastner, Emeriault, Guilloux (eds.) Geotechnical
Aspects of Underground Construction in Soft Ground, Toulouse, Franse,
pp. 179-184.
W. Broere, R.B.J. Brinkgreve, (2002). Phased Simulation of a Tunnel
Boring Process in Soft Soil. Numerical Methods in Geotechnical
Engineering, Mestat (ed.) 2002, Presses de l'ENPC/LCPC, Paris, pp.
529-536.
W. Broere, A.F. van Tol, (2001). Time-Dependant Infiltration and
Groundwater Flow in a Face Stability Analysis. T. Adachi, K. Tateyama
& M. Kimura (eds.) Modern Tunneling Science and Technology, Kyoto,
Japan, 2001, pp. 629-634.
W. Broere, (2000). Settlements of Micro-Tunnels in relation to their
use in Underground Logistic Systems. Visser and van Binsbergen (eds.)
Proceedings of the 2nd International Symposium on Underground Freight
Transportation by Capsule Pipelines and Other Tube/Tunnel Systems,
ISUFT 2000, Delft.
W. Broere, A.F. van Tol, (2000). Influence of Infiltration and
Groundwater Flow on Tunnel Face Stability. O. Kusakabe, K. Fujita &
Y. Miyazaki (eds.) Geotechnical Aspects of Underground Construction in
Soft Ground, Tokyo, Japan 2000, pp. 339-344.
Dams & Embankments
H. Girard, S. Fischer, E. Alonso, (1990). Problems of Friction Posed by
the Use of Geomembranes on Dam Slopes -- Examples and Measurements.
Geotextiles and Geomembranes 9 (1990) 129-143. Elsevier Science
Publishers Ltd, Engalnd.
J.M. Duncan, T.D. Stark, (1989). The Causes of the 1981 Slide in San
Luis Dam. 27th Henry M. Shaw Lecture in Civil Engineering. Department
of Civil Engineering, North Carolina State University, Raleigh.
Lacroix Yves. The Geomembrane Liner at Terzaghi Dam. International
Conference on Geomembranes, Denver, U.S.A.
B. Zhang, J.G. Wang, R. Shi, (2004). Time-dependent deformation in high
concrete-faced rockfill dam and separation between concrete face slab
and cushion layer. Computers and Geotechnics 31 (2004) 559-
573. Elsevier Ltd.
J.M. Benoist, R. Murthy, (2005). Embankment Dams in Earth Fissure Risk
Zones - A Regulator's Dilemma. ASDSO 22nd Annual Conference, Orlando,
Florida, Association of State Dam Safety Officials.
Engineering Geology
Terry Engelder, (1990). Smoluchowski's Dilemma Revisited: A Note on the
Fluid Pressure History of the Central Appalachian Fold-Thrust Belt in
Norton D., and Bredehoeft J. D. eds., Studies in Geophysics; The Role
of Fluids in Crustal Processes: National Academy of Science.
Terry Engelder, Alfred Lacazette, (1990). Natural Hydraulic Fracturing
in Barton N. and Stephansson O. eds., Rock Joints, A.A. Balkema
Rotterdam, p. 35-
44.
Deepak C. Srivastava, Terry Engelder, (1990). Crack-
propagation Seqience and Pore-Fluid Conditions during fault-bend
folding in the Appalachian Valley and Ridge, central Pennsylvania.
Geological Society of America Bulletin, v. 102, p. 116-128.
Terry Engelder, (1991). The Obelisk: Revisited. Earth and Mineral
Sciences, v. 60, p. 51-54.
I.L. Meglis, T. Engelder, E.K. Graham, (1991). The Effect of
Stress-Relief on Ambient Microcrack Porosity in Core Samples from the
Kent Cliffs (New York) and Moodus (Connecticut) Scientific Research
Boreholes. Tectonophysics, 186, (1991) 163-173. Elsevier Science
Publishers B.V. Amsterdam.
Computational Geomechanics
Ayman A. Abed, (2008). Numerical Modeling of Expansive Soil Behavior.
PhD Thesis, Institut für Geotechnik, Universität Stuttgart, Germany.
G. Manivannan, (2005). Viscoplastic Modelling of Embankments on Soft
Soils. PhD Thesis, School of Aerospace Civil and Mechanical
Engineering, University College, The UNSW at ADFA.
O. Kusakabe, Y. Maeda, M. Ohuchi, T. Hagiwara, (1992). Attempts at
Centrifugal and Numerical Simulation of a Large Scale In-Situ Loading
on a Granular Material. Predictive Soil Mechanics, Proceedings of the
Wroth Memorial Symposium, St. Catherine's College, Oxford, pp. 404-420.
Sage Crisp Publications Directory. Thomas Telford Services Ltd.
A. Al-Tabbaa and D. Muir Wood (1991). Horizontal Drainage during
Consolidation: Insights gained from Analysis of a Simple Problem.
Geotechnique Vol. 41, No. 4, pp. 571-585. Sage Crisp Publications
Directory. Thomas Telford Services Ltd.
M. Budhu, A.M. Britto, (1987). Numerical Analysis of Soils in simple
Shear Devices. Soils and Foundations Vol. 27, No. 2, pp. 31-41. Sage
Crisp Publications Directory. Japanese Society of Soil Mechanics.
Dongyi Yue, Hoe I. Ling, Victor N. Kaliakin, (2003). Simulating
Time-Dependent Behavior of Clay using an Anisotropic Elastoplastic
Bounding Surface Model. ASCE 16th Engineering Mechanics Conference,
Seattle, WA.
