|
Online Geoengineering Library
A collection of publications available on the
internet at no cost. (Currently 780 different recources in 20 sections)
New Additions:
Soil Mechanics
G.T. Houlsby, C.P. Wroth, D.M. Wood, (1982). Predictions of the results
of laboratory tests on a clay using a critical state model. Results of
the International Workshop on Constitutive Relations for Soils, Grenoble.
Soil Mechanics Note No.9: Permeability of selected clean sands and
gravels, (1984). U.S.
Department of Agriculture, Soil Conservation Service, Engineering
Division, Soil Mechanics Unit. Washington D.C.
Rock Mechanics
C.A.
Morrow, D.A. Lockner, (2001). Hayward
Fault Rocks: Porosity, Density and Strength Measurements. U.S. Geological Survey, U.S.
Department of the Interior.
C. Morrow, B. Rdney, J. Byerlee, (1992). Chapter 3: Frictional Strength
and the Effective Pressure Law of Montmorillonite and Illite Clays. Fault
Mechanics and Transport Properties of Rocks, Academic Press, Ltd.
Foundation Design
M.D. Bolton, H.W. Sun, (1991). The displacement of bridge abutments on
clay. Proceedings of the International Conference on Centrifuge Testing, Boulder, Colorado,
Balkema Rotterdam.
M.D. Bolton, H.W. Sun, (1991). Designing Foundations on clay to limit
immediate movements. Proceedings of the 4th International Conference on
Ground Movements and Structures, Cardiff.
M.D. Bolton, (1993). Mechanisms of Ground Deformation due to Excavation
in Clay. Proceedings KIGForum 93: Excavation in Urban Areas, Japanese
Society Soil Mechanics and Foundation Engineering, Kobe City.
M.D. Bolton, C.K. Lau, (1993). Vertical bearing capacity factors for
circular and strip footings on Mohr- Coulomb soil. Canadian Geotechnical
Journal 30, 1024-1033.
Geotechnical Earthquake Engineering - Soil Dynamics
Zhaohui Yang, Ahmed Elgamal, (2001). Sand Boils and Liquefaction-Induced
Lateral Deformation. 15th International Conference on Soil Mechanics and
Geotechnical Engineering, Istanbul,
Turkey,
August. A.M. Ansal (Ed.), 345-350.
Russell A. Green, Stephen F. Obermeier, Scott M. Olson, (2004). The Role
of Paleoliquefaction studies in performance - based Earthquake
Engineering in the Central-Eastern United States. 13th World Conference
on Earthquake Engineering, Vancouver
BC, Canada.
R.A. Green, J.K. Mitchell, (2003). A closer look at Arias intensity-based
liquefaction evaluation procedures. 2003 Pacific Conference on Earthquake
Engineering. Paper Number 94.
Environmental Geotechnics
Ir Kenny Yee, (1999). Upgrading of existing landfills by dynamic
consolidation. A Geotechnical Aspect. Master Builders Journal.
David J. Kerkes, (1995). Factors to consider when planning landfill
construction. Proceedings of the 8th Annual Texas
Municipal Solid Waste Management Conference, Austin TX, January 25-27, pp 115- 122.
K. Badu-Tweneboah, N.D. Williams, D.W. Haubeil, (1994).
Differential Settlement. Assessment of a PVC Geomembrane used in a
Landfill Cover System. 5th International Conference on Geotextiles,
Geomembranes and Related Products. Singapore 5- 9 September
1994.
Geotechnical Investigations & In-situ testing
J. David Rogers, (2006). Subsurface Exploration using the Standard
Penetration Test and the Cone Penetrometer Test. The Geological Society
of America.
Environmental and Engineering Geoscience, Vol. XIII, No.2, pp. 161-179.
NCHRP Synthesis 368, (2007). National Cooperative Highway Research
Program. Cone Penetration Testing. A Synthesis of Highway Practice.
Transportation Research Board of the National Academies. Washington D.C.
Available from TRB.
G.T. Houlsby, H.S. Yu, (1990). [20] Finite element analysis of the
cone-pressuremeter test. Pressuremeters, Thomas Telford Limited, London. Proceedings
of the 3rd International Symposium on Pressuremeters, ISP3, Oxford.
G.T. Houlsby, (1990). Analysis of cone penetrometer and pressuremeter
tests. 2nd European Specialty Conference on Numerical Methods in
Geotechnical Engineering, Santander.
Ground Improvement
Victor Elias, Barry R. Christopher, Ryan R. Berg, (2001). Report No:
FHWA-NHI-00-043: Mechanically Stabilized Earth Walls and Reinforced Soil
Slopes Design and Construction Guidelines. National Highway Institute. Federal Highway
Administrator, U.S.
Department of Transportation, Washington
D.C.
Victor Elias, (2000). Report No: FHWA-NHI-00-044: Corrosion / Degradation
of Soil Reinforcements for Mechanically Stabilized Earth Walls and
Reinforced Soil Slopes. National Highway Institute. Federal Highway Administrator, U.S. Department of Transportation, Washington D.C.
C. Guney Olgun, (2003). Performance of improved ground and reinforced
soil structures during earthquakes - Case Studies and Numerical Analyses.
PhD Thesis in Civil and Environmental Engineering, Virginia Polytechnic
Institute and State University, Blacksburg, VA.
Harvey John Burd, (1986). A Large Displacement Finite Element Analysis of
a Reinforced Unpaved Road. PhD Thesis, University of Oxford.
Christopher Joseph Brocklehurst, (1993). Finite Element Studies of
Reinforced and Unreinforced Two- Layer Soil Systems. PhD Thesis, University of Oxford.
Tunneling & Underground Construction
G.R. Dasari, C.G. Rawlings, M.D. Bolton,
(1996). Numerical modelling of a NATM tunnel construction in London Clay.
Geotechnical Aspects of Underground construction in Soft Ground, Balkema,
Rotterdam.
W.L. Tan, P.G. Ranjith, (2003). Numerical Analysis of Pipe Roof
Reinforcement in Soft Ground Tunneling. 16th ASCE Engineering Mechanics
Conference, July 16-18 2003, University
of Washington, Seattle.
Giovanni Barla, Marci Barla, (2000). Continuum and discontinuum modelling
in tunnel engineering. Department of Structural and Geotechnical
Engineering, Politecnico di
Torino, Italy.
M. Bonini, M. Barla, G. Barla, (2001). Flac applications to the analysis
of swelling behaviour in tunnels. 2nd Flac Symposium on Numerical
Modeling in Geomechanics, Lione, 29-31 ottobre, 2001.
G. Barla, M. Brala, L. Repetto, (1999). Continuum and discontinuum
modelling for design analysis of tunnels. Department of Structural and
Geotechnical Engineering, Politecnico
di Torino, Italy.
Dams & Embankments
L.M.N. Peiris, S.P.G. Madabhushi, A.N. Schofield, (1996). Seismic
Modelling of Embankments on saturated soil deposits. CUED/D-SOILS/TR300
(1996). 1st International Symposium "Earthquake Resistant
Engineering Structures 96", Greece.
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.
M.S.S. Almeida, A.M. Britto, R.H.G. Parry, (1985). Numerical Modelling of
a Centrifuged Embankment on soft clay. Canadian Geotechnical Journal 23,
103-114.
Engineering Geology
T. Engelder, (1984). The Time-dependent Strain Relaxation of Algerie
Granite. International Journal Rock Mechanics Vol.21, No.2, pp. 63-73,
Pergamon Press Ltd, UK.
T. Engelder, R. Plumb, (1984). Changes in In Situ Ultrasonic Properties
of Rock on Strain Relaxation. International Journal Rock Mechanics, Vol.
21, No.2, pp.75-85, Pergamon Press Ltd, UK.
Geosynthetics
John S. Horvath, (1998). Mathematical Modeling of the Stress-Strain-Time
Behavior of Geosynthetics using the Findley Equation: General Theory and
Application to EPS-Block Geofoam. Manhattan College
Research Report No: CE/GE-98-3. Manhattan
College, School
of Engineering, Civil
Engineering Department, Bronx,
New York, USA.
John S. Horvath, (1998). The Compressible-Inclusion Function of EPS
Geofoam: Analysis and Design Methodologies. Manhattan College
Research Report No: CE/GE-98-2. Manhattan College
Research Report No: CE/GE-98-3. Manhattan
College, School
of Engineering, Civil
Engineering Department, Bronx,
New York, USA.
T.D. Stark, D. Arellano, J.S. Horvath, D. Leshchinsky, (2004). Geofoam
Applications in the Design and Construction of Highway Embankments. NCHRP
Web Document 65 (Project 24-11). National Cooperative Highway Research
program, Transportation Research Board of the National Academies.
J.S. Sharma, (1995). Technical Report No: CUED/D- Soils/TR288. GEOCRISP -
A Version of CRISP93 for Geosynthetic-Soil Applications. Cambridge
University Engineering Department.
N.I. Thusyanthan, S.P.G. Madabhushi, (2005). Tensile behaviour of
geomembrane on landfill slopes - Data report on centrifuge tests IT04 and
IT06. Technical Report No: CUED/D-SOILS/TR338 (2005). Cambridge
University Engineering Department.
Computational Geomechanics
Petr Krysl, (2005). A Pragmatic Introduction to the Finite Element Method
for Thermal and Stress Analysis. With the Matlab toolbox SOFEA. Pressure
Cooker Press.
Jose E. Andrade, (2006). Meso-Scale Finite Element Simulation of
Deformation banding in Fluid-Saturated sands. PhD Thesis, Department of
Civil and Environmental Engineering, Stanford University.
Jose E. Andrade, Ronaldo I. Borja, (2007). Modeling deformation
banding in dense and loose fluid- saturated sands. Finite Elements in
Analysis and Design.
Victor E. Saouma. Draft - Lecture Notes in: Finite Element II - Solid
Mechanics. Department of Civil Environmental and Architectural
Engineering, University of Colorado, Boulder.
Susan E. Minkoff, (2002). Spatial Parallelism of a 3D Finite Difference
Velocity-Stress Elastic wave propagation code. SIAM Journal Scientific
Computing, vol. 24. Society for Industrial and Applied Mathematics.
Visit the Online Geoengineering Library
|
