R.J. Bathurst, D. Walters,  N. Vlachopoulos, P. Burgess, T.M. Allen, Full
scale testing of Geosyntetic Reinforced Walls, proceeding of
GeoDenver 2000. Available by the Geoengineer Website and donated
by Captain N. Vlachopoulos.   

A numerical model for estimating seismic displacements of reinforced
steep slopes. Master Thesis of Sarah B. Paulsen under the
supervision of Professor S. Kramer, Department of Civil Engineering,
University of Washington. Available by
Professor Kramer's website.

Neil Morgan (2002), The Influence of Variation in Effective Stress on
the Serviceability of Soil Nailed Slopes, A thesis submitted for the
degree of Doctor of Philosophy, Department of Civil Engineering
School of Engineering, University of Dundee, September 2002. Thesis
available by the Geoengineer website.

Ling, H.I., Leshchinsky, D., and Chou, N.N.S. (2001),  
Post-Earthquake
Investigation on Several Geosynthetic-Reinforced Soil Retaining Walls
and Slopes During 1999 Ji-Ji Earthquake of Taiwan, Soil Dynamics and
Earthquake Engineering, 21(4), 297-313. Available from
Professor
Ling's website.

Oxford University Research website on Reinforced Soils includes D.
Phils of Love, J.P. (1985), Dyer, M.R. (1985), Burd, H.J. (1986), Fannin,
R.J. (1986), Palmeira, E.M. (1987), Pedley, M.J. (1990), Tei, K. (1993),
Morris, J.D. (1999).

Darren A. Mack, P.E., Steven H. Sanders, P.E., William L. Millhone, P.E.,
Renée L. Fippin, P.E., Drew G. Kennedy, P.G. (2006).
Rockery Design
and Construction Guidelines. Report: FHWA-CFL/TD-06-006, Federal
Highway Administration.

Naresh C. Samtani, Edward A. Nowatzki, (2006).
Hollow-Core Soil
Nails State-of-the-Practice. US Department of Transportation, Federal
Highway Administration (FHWA). Available by
NCS Consultants LLC
Website.

A. Sieminska-Lewandowska, M. Mitew-Czajewska, (2007).
Design of
diaphragm walls according to EN 1997-1:2004 Eurocode 7. XIV
European Conference on Soil Mechanics and Geotechnical Engineering
(ECSMGE 2007), 10/2007, Madrid, Spain.

R. P. Cunha, A.G.B. Medeiros, C.M. Silva, (2005).
Design and
Construction Aspects of the Largest “Pile Curtain” Retaining Structure
Built in the Tropical Soil of the Brazilian Central Area. Geoshanghai
2006 – December 05.
Retaining Walls - Mechanically
Stabilized Walls (MSE)
section of the Online Geoengineering Library
Geoengineer Website
Center for Integrating Information on Geoengineering
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