Effect of near-surface hydrology on soil strength and mobility

Author:

Priddy Jody D.1,Berney Ernest S.1,Peters John F.1

Affiliation:

1. US Army Engineer Research and Development Center, 3909 Halls Ferry Road, Vicksburg, MS 39180, USA

Abstract

AbstractHistory has repeatedly demonstrated the potentially negative influence of near-surface hydrology on military mobility. Increased moisture and saturation in soil results in a transition from solid to somewhat liquid states. As soil approaches the liquid state, the shear strength available for supporting traffic of ground vehicles or aircraft diminishes. Historical engagements elucidate the importance for armies to recognize soil conditions that could compromise manoeuvre. Since World War II, the US Army has pursued research aimed at equipping soldiers with the tools and knowledge needed to account for the impact of near-surface hydrology on mobility. Significant portions of the research have been focused on characterizing soil trafficability as a controlling factor in ground vehicle mobility and on developing methods for rapidly assessing soil conditions to ensure adequate bearing capacity for expediently constructed roads and airfields. In contrast, hydrological conditions can also produce extremely dry soil with potential for surface layers to break down under ground vehicle and aircraft traffic loadings, resulting in a propensity for extreme dust generation, an entirely different problem for military mobility that the research has also been addressing. Mobility problems associated with these adverse soil conditions have not been eliminated, but the research has produced significant advancements.

Publisher

Geological Society of London

Subject

Geology,Ocean Engineering,Water Science and Technology

Reference44 articles.

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2. Amini F. (2003) Potential applications of dynamic and static cone penetrometers in MDOT pavement design and construction, Final Report, Jackson State University, Jackson, MS in cooperation with the Mississippi Department of Transportation and US Department of Transportation Federal Highway Administration.

3. Anderton G. L. Berney E. S. IV Mann T. A. Newman J. K. Baylot E. A. Miller D. K. Mason Q. (2008) Joint Rapid Airfield Construction (JRAC) 2007 technology demonstration (US Army Engineer Research and Development Center, Vicksburg, MS) Technical Report No. ERDC/GSL TR-08-17.

4. Anon (1945) The California Bearing Ratio test as applied to the design of flexible pavements for airports (US Army Engineer Waterways Experiment Station, Vicksburg, MS) Technical Memorandum No. 213-1.

5. Anon (1947–74) Trafficability of soils (US Army Engineer Waterways Experiment Station, Vicksburg, MS) Technical Memorandum No. 3-240 and Supplements 1 through 20 thereto.

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