Response of Particulate Materials at High Pressures
- 1 March 1973
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 13 (1) , 61-76
- https://doi.org/10.3208/sandf1972.13.61
Abstract
No abstract availableThis publication has 8 references indexed in Scilit:
- Effect of End Restraint on High Pressure Tests of Granular MaterialsCanadian Geotechnical Journal, 1971
- Behavior of Granular Materials Under High StressesJournal of the Soil Mechanics and Foundations Division, 1968
- Drained Strength Characteristics of SandsJournal of the Soil Mechanics and Foundations Division, 1967
- Large Scale Testing of Rockfill MaterialsJournal of the Soil Mechanics and Foundations Division, 1967
- The Strength of Soils as Engineering MaterialsGéotechnique, 1966
- Volume Changes During Undrained Triaxial Tests on Saturated Dilatant Granular MaterialsGéotechnique, 1959
- Volume Changes in Drained Taixial Tests on Granular MaterialsGéotechnique, 1957
- An Apparatus for Triaxial-Compression Tests at High PressuresGéotechnique, 1954