Sand -- Testing

Model materials evaluation: sand tests : hydraulic laboratory investigation.

Ernest C. McNair

Cyclic strength of undisturbed sands from Niigata, Japan

by Marshall L. Silver ; prepared for Office, Chief of Engineers, U.S. Army under Contract No. DACW39-76-M-2407 ; monitored by Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Stattion.

Study of feasibility of using Wissa-type piezometer probe to identify liquefaction potential of saturated fine sands

by John H. Schmertmann, University of Florida.

Laboratory stress-deformation characteristics of soils under static loading

by Osman I. Ghazzaly and Raymond F. Dawson.

The deformation characteristics of sand-bitumen mixtures: under constant compressive stresses

by Y. H. Huang.

Tragfähigkeit zylindrischer Anker in Sand unter besonderer Berücksichtigung des Dilatanzverhaltens

von E. Wernick.

Penetration resistance of soils.: Conducted by U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.

Waterways Experiment Station (U.S.)

Erodability of sand-clay mixtures as evaluated by a water jet

by R. N. Bhasin, C. W. Lovell, Jr. [and] G. H. Toebes.

Laboratory investigation of undisturbed sampling of cohesionless material below the water table: final report

by Stafford S. Cooper.

The influence of grain size distribution on the undrained dynamic properties of saturated sand

[Richard L. McNearny]