Fully Searchable Online Geoengineering Library
A collection of publications available on the internet at
no cost. (Currently the Online Geoengineering Library includes
1,514 documents in 22 categories and 1,373 authors
).
New Additions:
Soil Mechanics
Jotisankasa A., (2005).
Collapse Behaviour of a Compacted Silty Clay. PhD Thesis,
University of London, Department of Civil and Environmental
Engineering, Imperial College London.
Rafel Monroy
E.I., (2005). The Influence of Load and Suction Changes on the
Volumetric Behaviour of Compacted London Clay. PhD Thesis,
University of London, Imperial College London.
Borja
R.I., (2006). On the Mechanical Energy and Effective Stress in
Saturated and Unsaturated Porous Continua. International
Journal of Solids and Structures 43, pp. 1764-1786, Elsevier
Ltd.
Jaksa M.B., Kaggwa W.S., and Woodburn J.A.,
(2002). Influence of Large Gum Trees on the Soil Suction
Profile in Expansive Soils Australian Geomechanics, Vol. 37,
No. 1, pp. 23-33.
Jaksa M.B., and Kaggwa W.S., (1992).
Degree of Saturation of the Keswick Clay within the Adelaide
City Area above the General Groundwater Table. Proceedings 6th
Australia New Zealand Conference on Geomechanics,
Christchurch, pp. 336- 341.
Foundation
Design
Engineering and Design: Retaining and Flood
Walls, (1989). Engineer Manual: EM 1110-2-2502. U.S. Army
Corps of Engineers, Washington, DC.
Engineering and
Desing: Design of Sheet Pile Cellular Structures Coffedams and
Retaining Structures, (1989). Engineer Manual: EM 1110-2-2503.
U.S. Army Corps of Engineers, Washington,
DC.
Engineering and Desing: Stability of Gravity Walls
Vertical Shear, (1994). Technical Letter: ETL 1110-2- 352.
U.S. Army Corps of Engineers, Washington, DC.
Sabatini
P.J., Pass D.G., and Bachus R.C., (1999). Geotechnical
Engineering Circular No.4: Ground Anchors and Anchored
Systems. Technical Report: FHWA-IF-99-015, Federal Highway
Administration, US Department of Transportation.
Lazarte C.A., Elias V., Espinoza R.D., and Sabatini
P.J., (2003). Geotechnical Engineering Circular No.7: Soil
Nail Walls. Technical Report: FHWA A0-IF-03-017, Federal
Highway Administration, US Department of Transportation.
Geotechnical Earthquake Engineering & Soil
Dynamics
Olson S.M., Stark T.D., Walton W.H., and
Castro G., (2000). 1907 Static Liquefaction Flow Failure of
the North Dike of Wachusett Dam. Journal of Geotechnical and
Geoenvironmental Engineering, Vol. 126, No. 12, ASCE.
Stark T.D., and Olson S.M., (1995). Liquefaction
Resistance Using CPT and Field Case Histories. Journal of
Geotechnical Engineering, Vol. 121, No. 12, ASCE.
Green R.A., Obermeie, S.F., and Olson, S.M., (2004).
The Role of Paleoliquefaction Studies in Performance-Based
Earthquake Engineering in the Central-Eastern United States.
13th World Conference on Earthquake Engineering, Vancouver,
Canada, Paper No: 1643.
Olson S.M., (2003). Strength
Ratio-Based Liquefaction Analysis of Sloping Ground. 12th
Panamerican Conference. on Soil Mechanics and Geotechnical
Engineering, Boston, MA, Paper No: 271.
Olson S.M., and
Stark T.D., (2001). Liquefaction Analysis of Lower San
Fernando Dam using Strength Ratios. 4th International
Conference on Recent Advances in Geotechnical Earthquake
Engineering and Soil Dynamics and Symposium in Honor of
professor W.D. Liam Finn, San Diego,
California.
Tunneling & Underground
Construction
Angistalis G., Papadatos I.,
Rentzeperis I., and Saridou E., (2009). Abstract: Practical
Discussion on the Interpretation of Geomonitoring Measurements
and their Influence on Tunnel Support Design. A Case Study.
Monitoring, Settlement Control, ITA-AITES World Tunnel
Congress, pp. 190-191.
Angistalis G., Papadatos I.,
Rentzeperis I., and Saridou E., (2009). Practical Discussion
on the Interpretation of Geomonitoring Measurements and their
Influence on Tunnel Support Design. A Case Study. ITA-AITES
World Tunnel Congress 2009 and the 35th ITA-AITES General
Assembly (WTC 2009) - "Safe Tunneling for the City and for the
Environment", Budapest, Hungary.
Forensics /
Litigation
Bost R.C., Campbell M. David, Campbell
Michael D., Eckols T.R., Fono A.L., (2005). Flawed Geoscience
in Forensic Environmental Investigations Part III: How Daubert
is a Surrogate for Ethical Questions Regarding Expert
Opinions. 3rd NGWA Environmental Law & Ground Water
Conference, Baltimore, MD.
Bost R.C., Campbell M.
David, Campbell Michael D., Eckols T.R., Fono A.L., (2005).
Flawed Geoscience in Forensic Environmental Investigations
Part II: How Daubert Affects the Scope and Bases for Expert
Opinions. 3rd NGWA Environmental Law & Ground Water
Conference, Baltimore, MD.
Bost R.C., Campbell M.
David, Campbell Michael D., (2004). Flawed Geoscience in
Forensic Environmental Investigations Part I: The Effect of
Daubert Challenges on Improving Investigations. NGWA
Environmental Law & Ground Water Conference, Chicago,
Ill., pp. 1- 19.
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