Online Geoengineering Library
A collection of publications available on the internet at
no cost. (Currently the Online Geoengineering Library includes
1,702 documents in 22 categories and 1,493 authors
).
NEW: The Online Library is now connected
to the Geolifi Database. You can get results for publications
available from GEOLIFI database at the same time while
searching the Online Library.
New
Additions:
Soil Mechanics
E.A. Force, (1998).
Factors controlling pore pressure generation during Ko
consolidation of laboratory tests. MSc Thesis, Massachusetts
Institute of Technology, Department of Civil and Environmental
Engineering.
H.M. Coyle, E.C. West, (1956). Laboratory
compaction of a silty clay to simulate field density curves.
MSc Thesis, Massachusetts Institute of Technology, Department
of Civil and Environmental Engineering.
S. Heiberg,
(1969). The oedometer. MSc Thesis, Massachusetts Institute of
Technology, Department of Civil Engineering.
G.A.
Young, (1986). The strength deformation properties of Smith
Bay arctic silts. MSc Thesis, Massachusetts Institute of
Technology, Department of Civil Engineering.
A.B.
Cerato, (2001). Influence of Specific Surface Area on
Geotechnical Characteristics of Fine-Grained Soils. MSc
Thesis, Massachusetts Institute of Technology, Department of
Civil and Environmental Engineering.
Foundation
Design
B.H. Fellenius, (2006). Results from
long-term measurement in piles of drag load and downdrag.
Canadian Geotechnical Journal, Vol. 43, No. 4, pp. 409 - 430.
B.H. Fellenius, (2005).. Discussion of "Centrifuge
Model Study of Laterally Loaded Pile Groups in Clay by T.
llyas, C.F. Leung, Y.K. Chow and S.S. Budi, J. Geotech. and
Geoenvir. Engrg, March 2004, Vol. 130, No.3, pp. 274-283".
Journal of Geotechnical and Geoenvironmental Engineering, Vol.
131, Issue 10, pp. 1,305-1,305.
D.E. Harris, D.L.
Anderson, J.J. Butler, G.S. Fisher, B.H. Fellenius, J. Hinman,
(2003). Design of Pile Foundations for the Sand Creek Byway,
Sandpoint, Idaho. Proceedings of Deep Foundation Institute
Annual Meeting, Miami.
B.H. Fellenius, (2004). Unified
design of piled foundations with emphasis on settlement
analysis. Honoring George G. Goble - "Current Practice and
Future Trends in Deep Foundations" Geo-Institute Geo-TRANS
Conference, Los Angeles, July 27-30, 2004, Edited by J.A.
DiMaggio and M.H. Hussein. ASCE Geotechnical Special
Publication, GSP 125, pp. 253 - 275.
B.H. Fellenius,
D.E. Harris, D.L. Anderson, (2004). Static Loading Test on a
45 m Long Pipe Pile in Sandpoint, Idaho. Canadian Geotechnical
Journal, Vol.41, No. 4, pp.613 - 628).
Geotechnical
Earthquake Engineering and Soil Dynamics
A.N.B.
Alexei N. B. Poliakov, R. Dmowska, J.R. Rice, (2002). Dynamic
shear rupture interactions with fault bends and off-axis
secondary faulting. Journal of Geophysical Research, Vol.107,
No.B11, 2295. American Geophysical Union.
K.R. Felzer,
T.W. Becker, R.E. Abercrombie, G. Ekstrom, J.R. Rice, (2002).
Triggering of the 1999 MW 7.1 Hector Mine earthquake by
aftershocks of the 1992 MW 7.3 Landers earthquake. Journal of
Geophysical Research, Vol.107, No.B9, 2190. American
Geophysical Union.
N. Lapust, J.R. Rice, (2003).
Nucleation and early seismic propagation of small and large
events in a crustal earthquake model. Journal of Geophysical
Research, Vol.108, No.B4, 2205. American Geophysical Union.
K. Uenishi, J.R. Rice, (2003). Universal nucleation
length for slip-weakening rupture instability under nonuniform
fault loading. Journal of Geophysical Research, Vol.108,
No.B1, 2042. American Geophysical Union.
N. Kame, J.R.
Rice, R. Dmowska, (2003). Effects of prestress state and
rupture velocity on dynamic fault branching. Journal of
Geophysical Research, Vol.108, No.B5, 2265. American
Geophysical Union.
Engineering Geology
B.R. Crawford, A. Woronow, R.D. Myers, D.R. Faulkner,
E.H. Rutter, (2002). Porosity-permeability Relationships in
Clay-bearing Fault Gouge. SPE/ISRM 78214. SPE/ISRM Rock
Mechanics Conference, Irving, Texas.
D.R. Faulkner,
E.H. Rutter, (2001). Can the maintenance of overpressured
fluids in large strike-slip fault zones explain their apparent
weakness? Geological Society of America. Geology, V. 29, No.
6; pp. 503-506.
D.R. Faulkner, E.H. Rutter, (2000).
Comparisons of water and argon permeability in natural
clay-bearing fault gougesunder high pressure at 20°C. Journal
of Geophysical Research, Vol. 105, No. B7, pp. 16,415-16,426.
D.R. Faulkner, M. Doblas, V. Mahecha, A. Aparicio, J.
Lopez-Ruiz, M. Hoyos, (1997). Morphologically ductile criteria
for the sense of movement on slickensides from an extensional
detachment fault in southern Spain. Journal of Structural
Geology, Vol. 19, No. 8, pp. 1,045-1,054. Elsevier Science
Ltd.
G.M. Brune, E.F. Dosch, R.F. Fonner, A.F. Geiger,
D.H. Griswold, F.K. Heller, O.J. Henbest, D.H. Hixson, J.N.
Holeman, J.L. Holland, O.J. Scherer, (1968). Ground Water. SCS
National Engineering Handbook. Section 18. U.S. Department of
Agriculture, Soil Conservation Service, Washington DC.
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