A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shear strength of undisturbed Rhineland silts
Tests described are concerned with undisturbed, unsaturated and artificially saturated samples; measurements on undisturbed samples gave smaller shear parameters than on same disturbed material; this difference may be attributed to smaller void ratio of disturbed as compared to undisturbed samples under same consolidation pressure; information obtained from these investigations is valuable in attempting to understand behavior of undisturbed silts.
Shear strength of undisturbed Rhineland silts
Tests described are concerned with undisturbed, unsaturated and artificially saturated samples; measurements on undisturbed samples gave smaller shear parameters than on same disturbed material; this difference may be attributed to smaller void ratio of disturbed as compared to undisturbed samples under same consolidation pressure; information obtained from these investigations is valuable in attempting to understand behavior of undisturbed silts.
Shear strength of undisturbed Rhineland silts
Geotechnical Conference -- Shear Strength Properties Natural Soils Rocks -- Proc
Schultze, E. (author) / Odendahl, R. (author)
Proceedings of Geotechnical Conference -- Shear Strength Properties of Natural Soils and Rocks ; 1967 ; Norway , Oslo
1967
4 pages
Conference paper
English
© Metadata Copyright Elsevier B. V. All rights reserved.
The Strength of Gypsum Sandy Silts
| British Library Conference Proceedings | 1994
Strength mobilization in clays and silts
| British Library Online Contents | 2011
Experimental evaluation of shear strength behaviour of plastic and non-plastic silts
| Taylor & Francis Verlag | 2015