Strength-moisture-density relations of fine-grained soils in vehicle mobility research.
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Strength-moisture-density relations of fine-grained soils in vehicle mobility research. Conducted for U.S. Army Materiel Command by U.S. Army Engineer Waterways Experiment Station, Corps of Engineers. by Smith, Jerry L.

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Published in Vicksburg, Miss .
Written in English

Subjects:

  • Trafficability.,
  • Soil mechanics.,
  • Soils -- Testing.,
  • Soil moisture.

Book details:

Edition Notes

Bibliography: p. 36.

SeriesTechnical report (U.S. Army Engineer Waterways Experiment Station) ;, no. 3-639.
ContributionsUnited States. Army Materiel Command.
Classifications
LC ClassificationsTC7 .U62 no. 3-639, TE208.5 .U62 no. 3-639
The Physical Object
Paginationvii, 36 p.
Number of Pages36
ID Numbers
Open LibraryOL5931728M
LC Control Number64060735

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Strength-moisture-density relations of fine-grained vehicle mobility research, U.S. Army Engineer Waterways Experiment Station Technical Report No. , January Recommended articles Citing articles (0)Cited by: 3. Modelling soil moisture – soil strength relationship of fine-grained upland forest soils Article (PDF Available) in Silva Fennica 53(1) March with 67 Reads How we measure 'reads'. Strength-moisture-density relations of fine-grained soils in vehicle mobility research. Tech. Rep. , Waterways Experiment Station, Halls Ferry Road, Vicksburg, by: 4. SMITH, Strength-moisture-density relations of fine-grained soils in vehicle mobility research. Technical Report No. , USAE Waterways Experiment Station (). [14] D.R. FREITAG, R. L. SCHAFER and R. D. WISMER, Similitude studies of soil machine by:

Strength-moisture-density relations of fine-grained soils in vehicle mobility research. Techni-cal Report No. US Army Engineer Waterways Experiment Station, Vicksburg, MS. The dimensionless Mobility Number N CT derived by Turnage for cohesive soils is: (13) N CT = CIbd W δ h 1 1 + b / 2 d where CI is the Cone Index of the soil, b is the tyre section width, d is the overall tyre diameter, h is the tyre section height and δ is the static deflection of the tyre on a hard by: The majority of engineering problems is based on the analysis of soil properties determined from compression tests, from which the soil behaviour is mainly affected by the change in the initial moisture content, void ratio, scale and overburden stress. that the NRMMII internally groups the USCS soil types prior to modeling the trafficability/mobility of a vehicle. Thus, the parametri c values are the same for particular USCS soil types found in.

mum moisture for maximum density for a sandy soil and a silty soil, and at greater than optimum for a clay soil. This investigation was conducted to find, primarily, the relation between the moisture-density and the moisture-strength relationships in several basic soils or their mix­ Size: KB. • In Finland, sensitive soils with low bearing capacity typically include peatland and fine-grained mineral soils. • The behavior of these soil types regarding weather conditions differ. • Precipitation only has a moderate effect on peatland strength whereas the effect on fine-grained mineral soil is crucial. Semi-empiric algorithm for assessment of the vehicle mobility. Semi-empiric algorithm for assessment of the vehicle mobility the characterization of soils by using VTI fine-grained soil.   Progress 01/01/02 to 12/31/06 Outputs Progress Report Objectives (from AD) To establish a collaborative relationship between the Army Topographic Engineering Center (TEC) and ARS in the area of soil moisture modeling. The objective of the first year of this effort will focus on reviewing current research in this area, developing a rigorous investment strategy for TEC's soil moisture.