Online Geoengineering Library
A collection of publications available on the internet at
no cost. (Currently 1,488 different resources in 21
sections).
New Additions:
Soil Mechanics
Philippe Gachet, Georg
Klubertanz, Laurent Vulliet, Lyesse Laloui, (2003).
Interfacial Behavior of Unsaturated Soil with Small-scale
Models and Use of Image Processing Techniques. Geotechnical
Testing Journal, Vol. 26, No. 1. ASTM International, West
Conshohocken, PA.
S.K. Vanapalli and D.G. Fredlund,
(2000). Comparison of Different Procedures to predict
Unsaturated Soil Shear Strength. Geo-Denver 2000, American
Society of Civil Engineers, Special Publication, No. 99, pp.
195- 209.
S.K. Vanapalli, D.G. Fredlund, D.E. Pufahl,
(1999). The Influence of Soil Structure and Stress History on
the Soil-Water Characteristics of a Compacted Till.
Discussion, (2001). Geotechnique 49, No.2, pp. 143-
159.
S.K. Vanapalli, D.G. Fredlund, D.E. Pufahl, A.W.
Clifton, (1996). Model for the Prediction of Shear Strength
with respect to Soil Suction. Canadian Geotechnical Journal,
33, pp. 379-392, Canada.
Rock Mechanics
Hongyuan Liu, Shaoquan Kou, Per-Arne Lindqvist, Jan
Erik Lindqvist and Urban Akesson, (2005). Microscope Rock
Texture Characterization and Simulation of Rock Aggregate
Properties. Part II. Geological Survey of Sweden (SGU) Project
60-1362/2004.
Yasuaki Ichikawa and Jianguo Wang,
(1996). An Elastoplastic Homogenization Theory for
Geomaterials. 3rd Asian-Pacific Conference on Computational
Mechanics, Seoul, Korea.
N. M. Beeler, T.-F. Wong, and
S. H. Hickman, (2003). Short Notes: On the Expected
Relationships among Apparent Stress, Static Stress Drop,
Effective Shear Fracture Energy, and Efficiency. Bulletin of
the Seismological Society of America, Vol. 93, No. 3, pp.
1381-1389.
James H. Dieterich, Brian D. Kilgore,
(1994). Direct Observation of Frictional Contacts: New
Insights for State-dependent Properties. PAGEOPH, Vol. 143,
No. 1/2/3, Birkhauser Verlag, Basel.
Foundation
Design
P.W. Mayne, F.H. Kulhawy & C.H.
Trautmann, (1992). Experimental Study of Undrained Lateral
& Moment Behavior of Drilled Shafts During Static &
Cyclic Loading. Report No. TR-100221. Electric Power Research
Institute (EPRI). Palo Alto, California.
S.W. Agaiby,
F.H. Kulhawy & C.H. Trautmann, (1992). Experimental Study
of Drained Lateral & Moment Behavior of Drilled Shafts
During Static & Cyclic Loading. Report No. TR-100223.
Electric Power Research Institute (EPRI). Palo Alto,
California.
S.D. Vidic, F.H. Kulhawy & C.H.
Trautmann, (1992). Experimental Study of Drained Behavior of
Drilled Shafts During Static Inclined Loading. Report No. TR-
101131. Electric Power Research Institute (EPRI). Palo Alto,
California.
S.D. Vidic, F.H. Kulhawy & C.H.
Trautmann, (1993). Experimental Study of Drained Behavior of
Drilled Shafts During Cyclic Inclined Loading. Report No. TR-
103597. Electric Power Research Institute (EPRI). Palo Alto,
California.
Geotechnical Earthquake Engineering and
Soil Dynamics
Dong Su, X.S. Li, (2003). Centrifuge
Tests on Earthquake Response of Sand Deposit subjected to
Multi-Directional Shaking. 16th ASCE Engineering Mechanics
Conference, University of Washington, Seattle.
L. Karl,
W. Haegeman, L. Pyl, G. Degrande, (2003). Measurement of
Material Damping with Bender Elements in Triaxial Cell.
Proceedings of the 3rd International Symposium on Deformation
Characteristics of Geomaterials, Vol. 1, pp. 3-11, Lyon,
France.
Hedberg Jan, (1978). Cyclic Stress-Strain
Behavior of Sand in Offshore Environment. PhD. Thesis,
Massachusetts Institute of Technology. Dept. of Civil and
Environmental Engineering.
Bucknam Mark David, (1982).
Densification and Cyclic Triaxial Testing of Leighton-Buzzard
120/200 Sand. Msc Thesis, Massachusetts Institute of
Technology. Dept. of Civil Engineering.
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