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Online Geoengineering Library
A collection of
publications available on the internet at no cost. (Currently 651
different recources in 20 sections)
New additions:
Soil Mechanics
M.D. Bolton & C.K. Lau, (1988). Scale effects arising from particle
size. Centriguge 88, Corte (ed.), Balkema, Rotterdam.
J. Garnier, L. Thorel, R. Lynch, M. Bolton, C. Kechavarzi, A. Treadaway,
H. Coumolos, K. Soga, D. Konig, A. Rezzoug, G. Heibrock, F.A. Weststrate,
J.T. Van der Poel, O. Oung, R.R. Schrijver, R.N. Taylor, S. Robson,
S.Spiessl, H.G.B. Allersma, G.M. Esposito, M. Davis, S. Burkhart, C.M.
Merrifield, W.H. Craig, (1998). NECER: Network of European Centrifuges
for Environmental Geotechnic Research. Centrifuge, Tokyo.
Rock Mechanics
J. Sarout, L. Molez, Y. Gueguen, N. Hoteit, (2006). Shale dynamic
properties and anisotropy under triaxial loading: Experimental and
theoretical investigations. Physics and Chemistry of the Earth. Science
Direct. Elsevier Ltd.
Foundation Design
B.W. Byrne, G.T. Houlsby, C.M. Martin, (2002). Cyclic loading of shallow
offshore foundations on sand. Proceedings of International Conference on
Physical Modelling in Geotechnics (ICPMG), St John's, Newfoundland,
Canada.
Paul W. Mayne, (2002). Equivalent CPT Method for calculating shallow
foundation settlements in the Piedmont Residual Soils based on the DMT
Constrained Modulus Approach.
Geotechnical Earthquake Engineering - Soil Dynamics
Medley, E., Zekkos, D., (2007), "Seismic Performance of rock block
structures with observations from the October 2006 Hawaii Earthquake",
4th International Conference on Earthquake Geotechnical Engineering,
Thessaloniki, June 25-28, 2007.
Ross W. Boulanger, Izzat M. Idriss, Lelio H. Mejia, (1995). Center for
Geotechnical Modeling. Report No. UCD/CGM-95/02. Investigation and Evaluation
of liquefaction related ground displacements at Moss Landing during the
1989 Loma Prieta Earthquake. Appendices. CPT. Department of Civil &
Environmental Engineering, University of California at Davis.
Subhamoy Bhattacharya, Malcolm Bolton, (2004). Errors in Design leading
to Pile failures during seismic liquefaction. Proceedings of the 5th
International Conference on Case Histories in Geotechnical Engineering ,
New York.
Zhi-Liang Wang, Yannis F. Dafalias, (2002). Simulation of
post-liquefaction deformation of sand. 15th ASCE Engineering Mechanics
Conference, Columbia University, New York.
Geotechnical Investigations & In-situ testing
California Department of Transportation, Caltrans, Soil and Rock Logging,
Classification, and Presentation Manual, June 2007.
D.J. White, (2003). Field measurements of CPT and pile base resistance in
sand. Research Fellow, St John's College, University of Cambridge.
G.T. Houlsby and R. Hitchman, (1988). Calibration chamber tests of a cone
penetrometer in sand. Geotechnique 38, No.1, 39-44.
Thomas Nilsson, Renato Cunha, (2003). Advantages and equations for pile
design in Brazil via DPL tests. 2nd International Conference on
Geotechnical Site Characterization, Porto, Portugal.
Geophysical Exploration
John N. Louie, (2001). Faster, Better: Shear-Wave Velocity to 100 Meters
Depth From Refraction Microtremor Arrays. Bulletin of the Seismological
Society of America, vol. 91, no. 2, p. 347-364. Pdf version.
Michael L. Rucker, (2003). Applying the refraction microtremor (ReMi)
shear wave technique to geotechnical characterization. Proceedings of the
third international conference on the application of geophysical
methodologies and NDT to transportation and infrastructure, Orlando,
Florido, USA.
W. J. Stephenson, J. N. Louie, S. Pullammanappallil, R. A. Williams, and
J. K. Odum, (2005). Blind shear- wave velocity comparison of ReMi and
MASW results with boreholes to 200m in Santa Clara Valley: Implications
for earthquake ground motion assessment. Bulletin of the Seismological
Society of America, Vol 95., No 6, p. 2506-2516.
Douglas W. Lambert, Glen Adams, and Veronica Hawley, (2007). Use of
refraction microtremor (REMI) data for shear wave velocity determination
at an urban bridge rehabilitation site. Geophysics 2006 conference, St.
Louis, Missouri, USA.
Michael L. Rucker. Characterizing potential 'bridging ground' conditions
using the refraction microtremor (ReMi) surface seismic technique.
Satish Pullammanappallil, Bill Honjas, and John Louie, (2003). Determination
of 1-D shear wave velocities using the refraction microtremor method.
Proceedings of the third international conference on the application of
geophysical methodologies and NDT to transportation and infrastructure,
Orlando, Florido, USA.
Satish Pullammanappallil, Bill Honjas, John Louie, J. A. Siemens, and
Hidetoshi Miura, (2003). Comparative Study of the Refraction Microtremor
(ReMi) Method: Using Seismic noise and standard P-wave refraction
equipment for deriving 1-D S-wave profiles. 6th international SEG-J
conference, Tokyo, Japan.
Luigi Veronese and Tomas Garbari, (2004). Esperienze Di Misura Vs30 Con
la Tecnica Refraction Microtremor (ReMi) (in Italian). Convegno La
Geofisca e La Nuova Normativa Sismica, Venezia.
Michael L. Rucker, (2006). Integrating seismic refraction and surface
wave data collection and interpretation for geotechnical site
characterization. Geophysics 2006 conference, St. Louis, Missouri, USA.
Satish Pullammanappallil and John Louie, (1994). A Generalized
Simulated-Annealing Optimization for Inversion of First-Arrival Times.
Bulletin of the Seismological Society of America, Vol. 84, No. 5, pp.
1397-1409.
Charles F. Narwold and William P. Owen, (2002). Seismic refraction
analysis of landslides. Proceedings of the Geophysics 2002 conference,
Los Angeles, California.
Satish Pullammanappallil and John Louie, (1993). Inversion of seismic
reflection traveltimes using a nonlinear optimization scheme. Geophysics,
vol. 58, No. 11, p 1607-1620.
Satish Pullammanappallil and John Louie, (1997). A combined first-arrival
travel time and reflection coherency optimization approach to velocity
estimation. Geophysical Research Letters, vol. 24, no. 5, p. 511-514.
Satish Pullammanappalil, Bill Honjas, Jeff Unruh, and Frank Monastero, (2001).Use
of Advanced Data Processing Techniques in the Imaging of the Coso
Geothermal Field. Proceedings 26th Workshop on Geothermal Reservoir
Engineering, Stanford University, California.
Jeff Unruh, Satish Pullammanappallil, Bill Honjas, and Frank Monastero.
New Seismic Imaging of the Coso Geothermal Field, Eastern California.
Abu M. Asad, Satish Pullammanappallil, Rasool Anooshehpoor, and John
Louie, (1999). Inversion of travel time data for earthquake locations and
three- dimensional velocity structure in the Eureka Valley area, eastern
California. Bulletin of Seismological Society of America, 89, pp 796-810.
Ground Improvement
Kevin J. Gaspard, (2000). Evaluation of Cement Treated Base Courses.
Technical Assistance Report No. 00-1TA. Louisiana Transportation Research
Center. Louisiana Department of Transportation and Developemnt.
Lee, K., Salgado, R., Jeon, W. and Kim, N. , (2002). Engineering
Properties of Wastewater Treatment Sludge Modified by Hydrated Lime and
Fly Ash. Journal of Solid Waste Technology and Management, 28(3),
145-153.
Thomas M. Petry, Khaled Sobhan, (2005). Evaluation of Chemical
Stabilizers. State of the Practice Report. Transportation Research
Circular E-C086, Washington.
Tunneling & Underground Construction
Gang Liu, (1997). Numerical Modelling of Damage to Masonry Buildings due
to tunneling. PhD Thesis, University of Oxford.
Charles Edward Augarde, (1997). Numerical Modelling of tunneling
processes for assessment of damage to buildings. PhD Thesis, University
of Oxford.
Alan Graham Bloodworth, (2002). Three-Dimensional analysis of tunneling
effects on structures to develop design methods. PhD Thesis, University
of Oxford.
H.J. Burd, G.T. Houlsby, C.E. Augarde, G. Liu, (2000). Modelling
tunneling-induced settlement of masonry buildings. Proceedings of the
ICE, Geotechnical Engineering, Vol 143, pp 17-30, Awarded Telford Prize,
Institution of Civil Engineers.
Dams & Embankments
Engineer Manual EM 1110-2-1911, (1995). Engineering and Design.
Construction Control for Earth and Rock-fill Dams. Department of the
Army. U.S. Army Corps of Engineers. Washington DC.
Engineer Manual EM 1110-2-1901, (1986). Engineering and Design. Seepage
Analysis and Control for Dams. Department of the Army. U.S. Army Corps of
Engineers. Washington DC.
Engineering Geology
Marc L. Sbar, Terry Engelder, Richard Plumb, Stephen Marshak, (1979).
Stress Pattern near the San Andreas Fault, Palmdale, California, from
near-surface In Situ Measurements. Journal of Geophysical Research
Vol.84, No. B1. The American Geophysical Union.
Geosynthetics
John S. Horvath, (2004). Lighten Your Load... Using Geofoams to reduce
Structural Design Loads from the Ground. Structure Magazine.
John S. Horvath, (2004). Geomaterials Research Project No. CGT-2004-1. A
Technical Note re- calculating the Fundamental Period of an EPS-
Block-Geofoam Embankment. Manhattan College, School of Engineering,
Bronx, New York, U.S.A.
John S. Horvath, (2003). Controlled yielding using Geofoam compressible
inclusions: The New Frontier in Earth-Retaining Structures. IeC GEO3 -
International e-Conference on Modern Trends in Geotechnical Engineering:
Geotechnical Challenges and Solutions.
Hany L. Riad, Anthony L. Ricci, Peter W. Osborn, John S. Horvath, (2003).
Expanded Polystyrene (EPS) Geofoam for Road Embankments and other
Lightweight fills in Urban Environments. Soil and Rock America 2003 -
12th Panamerican Conference on Soil Mechanics and Geotechnical
Engineering / 39th U.S. Rock Mechanics Symposium Cambridge, Massachusetts,
U.S.A.
John S. Horvath, (2003). Center for Geotechnology, Report No. CGT-2003-1.
Innovative Aspects of the use of Expanded Polystyrene (EPS) on Boston's
"Big Dig". Manhattan College, Bronx, New York, U.S.A.
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