Fully Searchable Online Geoengineering Library
A collection of publications available on the internet at
no cost. (Currently the Online Geoengineering Library includes
1,474 documents in 21 categories and 1,336 authors
).
New Additions:
Soil Mechanics
M.A. Celia, H.K. Dahle,
S.M. Hassanizadeh (2002). Dynamic Effect in the Capillary
Pressure-Saturation Relationship and its Impacts on
Unsaturated Flow. Vadose Zone Journal 1:38-57.
W.G.
Gray, S. Majid Hassanizadeh, (1991). Unsaturated Flow Theory
including Interfacial Phenomena. Water Resources Research ,
Vol.27, No.8, pp.1855-1863, American Geophysical Union.
W.G. Gray, S.M. Hassanizadeh, (1991). Paradoxes and
Realities in Unsaturated Flow Theory. Water Resources
Research, Vol.27, No.8, pp.1847-1854, American Geophysical
Union.
N.K. Toker, (2007). Modeling the relation
between suction, effective stress and shear strength in
partially saturated granular media. PhD Thesis, Massachusetts
Institute of Technology, Department of Civil and Environmental
Engineering.
A.N. Schofield, C.P. Wroth, (1968).
Critical State Soil Mechanics. University of Cambridge.
Rock Mechanics
M. Dolezalova, I.
Hladik, V. Zemanova, (2006). An open- pit coalmine surcharged
by artesian water pressure International Journal of
Geoengineering Case, Vol.1, Issue 1, p.35-55.
Foundation Design
W. Broere, J.
Dijkstra, A.F. van Tol, (2006). Numerical Investigation into
Stress and Strain Development around a Displacement Pile in
Sand In Numerical Methods in Geotechnical Engineering, pp.
595-600.
H.N. Mamdouh, (2004). Large Capacity Screw
Piles International Conference: Future Vision and Challenges
for Urban Development, Cairo, Egypt. Ministry of Housing,
Utilities and Urban Communities, Housing and Building Research
Cente.
H.A. Perko, (2004). Introduction to Corrosion
and Galvanizing of Helix Foundations Helical Foundations and
Tiebacks, Specialty Seminar, Helical Foundations and Tiebacks
Committee, Deep Foundation Institute, Tampa, FL.
H.A.
Perko, (2003). Lateral Capacity and Buckling Resistance of
Helix Pier Foundations, Foundations Technology Seminar -
Helical Foundations and Tiebacks, Deep Foundation Institute,
Helical Pile Committee, University of Cincinnati, Cincinnati,
OH.
P.W. Mayne, (2005). Unexpected but foreseeable mat
settlements on Piedmont residuum. International Journal of
Geoengineering Case histories, Vol.1, Issue 1, p.5-17.
J.-L. Briaud, H. Lacy, J. Nicks, K.-Y. Rhee, B. Smith,
(2009). The Washington Monument Case History. International
Journal of Geoengineering Case, Vol.1, Issue 3, p.170-188.
Geotechnical Earthquake Engineering & Soil
Dynamics
S.P.G. Madabhushi, H. Mitrani, (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.
R.A. Green, Stephen F. Obermeier, Scott M. Olson,
(2005). Geotechnical analysis of paleoseismic shaking using
liquefaction features: a major updating. Engineering Geology
76 (2005) 235-261, Science Direct, Elsevier B.V.
R.A.
Green, Stephen F. Obermeier, Scott M. Olson, (2005).
Engineering geologic and geotechnical analysis of paleoseismic
shaking using liquefaction effects: field examples.
Engineering Geology 76 (2005) 263-293, Science Direct,
Elsevier B.V.
Stephen F. Obermeier, Scott M. Olson,
Green A. Russell, (2005). Field Occurrences of Liquefaction-
Induced Features: A Primer for Engineering Geologic Analysis
of Paleoseismic Shaking Engineering Geology 76 209- 234.
Elsevier B.V.
E. Medley, (2007). Geological
Engineering Reconnaissance of Damage caused by the October 15,
2006 Hawaii Earthquakes. International Journal of
Geoengineering Case histories, Vol.1, Issue 2, p.89- 135.
Ground Improvement
J.B. Burland, M.
Jamiolkowski, C. Viggiani, (2009). Leaning Tower of Pisa:
Behaviour after Stabilization Operations. International
Journal of Geoengineering Case histories, Vol.1, Issue 3,
p.156-169.
Deep Excavations
G.
Biscontin, J.-L. Briaud, D. Koutsoftas, C.J. Rutherford,
(2007). Design Process of Deep Soil Mixed Walls for Excavation
Support. International Journal of Geoengineering Case
histories, Vol.1, Issue 2, p.56-72.
T.D. Richards Jr.,
(2008). Discussion of: "Design Process of Deep Soil Mixed
Walls for Excavation Support" by Casandra J. Rutherford,
Giovanna Biscontin, Demetrious Koutsoftas, and Jean-Louis
Briaud, Volume 1, Issue #2, pp. 56-72. International Journal
of Geoengineering Case histories, Vol.1, Issue 3, p.154-155.
S.R. Gandhi, K. Muthukkumaran, R. Sundaravadivelu,
(2007). Effect of Dredging and Axial Load on a Berthing
Structure. International Journal of Geoengineering Case
histories, Vol.1, Issue 2, p.73- 88.
Geosynthetics
R.J. Bathurst,, K. Reimer,
R.K. Rowe, B. Zeeb, (2006). A geocomposite barrier for
hydrocarbon containment in the Arctic. International Journal
of Geoengineering Case histories, Vol.1, Issue 1,p.18-34.
S. Chauhan, (1996). Laboratory measurements of
load-transfer in geosynthetic reinforced soils. PhD Thesis,
Massachusetts Institute of Technology, Department of Civil and
Environmental Engineering.
Computational
B. Chen, J. Fan, X. Peng, J.G. Wang, X. Wu, (2004).
Investigation of fiber configurations of chafer cuticle by
SEM, mechanical modeling and test of pullout forces.
Computational Materials Science 30 (2004) 511-516, Elsevier
B.V.
General
M.B. Lisyuk, A.G.
Shashkin, C.G. Shashkin, V.M. Ulitsky, (2009). Reconstruction
of Konstantinovsky Palace in a Suburb of Saint Petersburg
International Journal of Geoengineering Case histories, Vol.1,
Issue 3, p.189-205.
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