NUST Institutions Library Catalogue

Soil: properties Highway Research Board, National Research Council,

By: Highway Research Board, National Research CouncilContributor(s): National Research Council (U.S.)Material type: TextTextPublisher: Washington, Highway Research Board, National Research Council, 1974Description: 113 p. : ill. : 25 cmISBN: 0309019893Subject(s): Laterite | MCE | Roads -- Subgrades | Soil stabilizationDDC classification: 625.191
Contents:
Youd, T. L. Maximum density of sand by repeated straining in simple shear.--McDowell, C. and Smith, A. W. Compaction control by ratio of volume of gyratory specimens to volume of test holes.--Williams, A. A. B. and Marais, G. P. The use of an impact roller in compacting a collapsing sand subgrade for a freeway.--Yandell, W. O. Prediction of the behavior of elastoplastic roads during repeated rolling using the mechano-lattice analogy.--Witczak, M. W., Lovell, C. W., Jr., and Yoder, E. J. A generalized investigation of potentially poor soil support by regional geomorphic units within the conterminous 48 states.--Gidigasu, M. D. Parameters for classification of fine-grained laterite soils of Ghana.--Townsend, F. C., Manke, P. G., and Parcher, J. V. The influence of sesquioxides on lateritic soil properties.
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Item type Current location Home library Call number URL Status Date due Barcode Item holds
Book Book Military College of Engineering (MCE)
Military College of Engineering (MCE)
625.191 NAT (Browse shelf) Link to resource Available MCE-42235
Total holds: 0

Youd, T. L. Maximum density of sand by repeated straining in simple shear.--McDowell, C. and Smith, A. W. Compaction control by ratio of volume of gyratory specimens to volume of test holes.--Williams, A. A. B. and Marais, G. P. The use of an impact roller in compacting a collapsing sand subgrade for a freeway.--Yandell, W. O. Prediction of the behavior of elastoplastic roads during repeated rolling using the mechano-lattice analogy.--Witczak, M. W., Lovell, C. W., Jr., and Yoder, E. J. A generalized investigation of potentially poor soil support by regional geomorphic units within the conterminous 48 states.--Gidigasu, M. D. Parameters for classification of fine-grained laterite soils of Ghana.--Townsend, F. C., Manke, P. G., and Parcher, J. V. The influence of sesquioxides on lateritic soil properties.

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