Quick
Search: 
 
advanced search
 GSW Home    GeoRef Home    My GSW Alerts    Contact GSW    About GSW    Journals List    Help 
  Quarterly Journal of Engineering Geology & Hydrogeology   Signup for GSW Email News
JOURNAL HOME HELP CONTACT PUBLISHER SUBSCRIBE ARCHIVE SEARCH TABLE OF CONTENTS

Quarterly Journal of Engineering Geology & Hydrogeology; May 2004; v. 37; no. 2; p. 77-94; DOI: 10.1144/1470-9236/03-044
© 2004 Geological Society of London
This Article
Right arrow Figures Only
Right arrow Full Text
Right arrow Full Text (PDF)
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Services
Right arrow Email this article to a friend
Right arrow Similar articles in this journal
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Citing Articles
Right arrow Citing Articles via Web of Science (3)
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by Meisina, C.
Right arrow Search for Related Content
GeoRef
Right arrow GeoRef Citation

Original Article

Swelling-shrinking properties of weathered clayey soils associated with shallow landslides

Claudia Meisina

Department of Earth Sciences, University of Pavia, Via Ferrata n°1, 27100 Pavia, Italy(e-mail: cmeisina@manhattan.unipv.it)

This paper outlines the geological and geotechnical characteristics of colluvial clayey soils, originating from the weathering and down-slope transportation of the Complesso Caotico and Argille Varicolori, in relation to swelling-shrinkage. Shallow earth translational slides and earth flows, affecting such colluvial soils, are a recurrent problem causing damage to infrastructures. Three zones, in the Oltrepo Pavese (Northern Apennines, Italy), representative of areas where shallow landslides occur were selected for study. Geotechnical site investigation consisted of open trial pits, the weathering profile description and the collection of disturbed and undisturbed samples. In addition to the mineralogical and geotechnical tests (index properties and matrix suction determination), the samples were submitted to the methylene blue adsorption test, swelling pressure and percentage of volume change tests. The variation of the soil suction on drying and wetting paths have been also studied. The soil profiles, showing the characteristics of the colluvium, the weathered bedrock and the bedrock, do not highlighta mineralogical evolution with depth. The samples are characterised by a very high and high swelling-shrinking potential. The depth of the ‘active zone’ ranges between 0.8 m and 1.8 m and corresponds to the depth of the shallow landslides. The soils are saturated or quasi saturated for most of the year and even for high suction. Starting from these conditions, the soils tend to follow drying paths. The shrinkage is very strong in the dry season. Due to shrinkage cracks water flow rapidly through the cracks into the subsoil. This result in avery rapid response on precipitation events and in a lubrication of clay along the fissures, thus encouraging movement downhill.







JOURNAL HOME HELP CONTACT PUBLISHER SUBSCRIBE ARCHIVE SEARCH TABLE OF CONTENTS
Copyright © 2009 by Geological Society of London