Evaluation of in-situ relationships between variable soil moisture and soil strength using a plot-scale experimental design

Author:

Sion Brad D.,Shoop Sally A.,McDonald Eric V.

Publisher

Elsevier BV

Subject

Mechanical Engineering

Reference37 articles.

1. Affleck, R.T., Ryerson, C.C., Barna, L.A., Claffey, K.J., 2008. Opportune Landing Site (OLS) Program: Suitability Measurement and Analysis for Fort Bliss OLS. US Army Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory, Hanover, New Hampshire, ERDC/CRREL Technical Report TR08-16.

2. Affleck, R.T., Barna, L., Shoop, S., Ryerson, C., 2009. Estimating Bearing Capacity for Opportune Landing Sites. Bearing Capacity of Roads, Railways and Airfields – Tutumluer and Al-Qadi (eds) Taylor & Francis Group, London, ISBN 978-0-415-87199-0, BCRA (Bearing Capacity of Roads and Airfields) Conf., Jul, Champaign, IL. p. 1019-1028.

3. Ahlvin, R.B., Haley, P.W., 1992, “NATO Reference Mobility Model, EditionII,NRMM IIUser's Guide. Technical Report Gl-92-19, US Army Corps of Engineers, Waterways Experimental Station, Vicksburg, MS. 221 pages.

4. U.S. Army and Air Force, 1994, Planning and design of roads, airfields, and heliports in the theater of operations—airfield and heliport design, Vol. II. U.S. Army FM 5-430-00-2/Air Force AFJP 32-8013, Vol II. Washington, DC: U.S. Army and Air Force.

5. ASTM D2573, 2002, Standard test method for field vane shear test in saturated fine-grained soils. ASTM International, West Conshohocken, PA, 2002.

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