A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Concepts of swelling mechanisms extended to natural clays; test data to show effects of ion concentration in pore fluid on swelling behavior of highly plastic clay; for samples compacted dry of optimum water content, swelling is influenced by factors which depend on negative electric and London van der Waals force fields, elastic particle rebound, presence of air, in addition to osmotic pressures.
Concepts of swelling mechanisms extended to natural clays; test data to show effects of ion concentration in pore fluid on swelling behavior of highly plastic clay; for samples compacted dry of optimum water content, swelling is influenced by factors which depend on negative electric and London van der Waals force fields, elastic particle rebound, presence of air, in addition to osmotic pressures.
Mechanisms of swelling by compacted clay
Nat Research Council -- Highway Research Board -- Bul
Ladd, C.C. (author)
1960
17 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Mechanical characteristics of compacted swelling clay
| British Library Conference Proceedings | 1997
Swelling of compacted clay under osmotic gradients
| Online Contents | 2006
Swelling of compacted clay under osmotic gradients
| British Library Online Contents | 2006
Thermo-mechanical behaviour of a compacted swelling clay
| British Library Online Contents | 2008
Thermo-mechanical behaviour of a compacted swelling clay
| Online Contents | 2008