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On Hard Soils Soft Rocks, Athens, September 1993, pp 977-984.
Aesps for several Military Land Vehicles.
(2001) The Fundamental Behaviour of Displacement Piling Augers PhD Dissertation.
MIL-DTL-81927C Manuals, Technical: Work Package Style, Format, and Common Technical Content Requirements; General Specification for (Work Package Concept).Boyer M, Chew K and Look B (2013).3, pp.(1984) Correlation of Static and Dynamic Pile water effect brushes photoshop Tests on Large Diameter Drilled Shafts.Pile Driving Analyzer Users Day, Cleveland, Ohio, May 1990 : 6/1-6/4.A Fractal Approach to predicting Interface Shear Behaviour.Workshop on IT in Geo-engineering Singapore.Seidel,.P (2001) PDA Testing and effective quality assurance.Aesps for Rapid Deployed Shelters.Def Stan 00-600 (previously 00-60) Integrated Logistics Support.MIL-STD-38784 Standard Practice for Manuals, Technical; General Style and Format Requirements.Paper submitted to Geo-Frontiers conference, Jan.Towards an Understanding of Joint Roughness.3 pp.
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Seidel,.P., Gu,.F.Landslide failure perspectives in practice in south east Queensland.(2007) Design stiffness of subgrades using the CBR test 10th Australia New Zealand Conference in Geomechanics, Brisbane, Vol 1, pp 496 501.Collingwood,., Seidel,.P.Recent military documents we have authored include: aesps for Military Bridging System.Recent Developments in Design and Practice of Piling.Paper accepted to the 53rd Geomechanics Colloquium eurock, Oct.25, April, pp 96-101.Shear Strength Anisotropy within an Aged Fill 11th Australia New Zealand Conference in Geomechanics, Melbourne, pp 409 414.
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