dc.contributor.author |
Anagnostopoulos, A |
en |
dc.date.accessioned |
2014-03-01T02:47:54Z |
|
dc.date.available |
2014-03-01T02:47:54Z |
|
dc.date.issued |
1989 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/33418 |
|
dc.relation.uri |
http://www.scopus.com/inward/record.url?eid=2-s2.0-0024773966&partnerID=40&md5=1e2cb865479a6de4639510be1ae24732 |
en |
dc.subject.other |
Canals - Greece |
en |
dc.subject.other |
Geology - Engineering |
en |
dc.subject.other |
Materials Testing - Compression Tests |
en |
dc.subject.other |
Soils - Testing |
en |
dc.subject.other |
Corinth Canal |
en |
dc.subject.other |
Marls |
en |
dc.subject.other |
Soils |
en |
dc.title |
Some geotechnical aspects of the marls of Corinth Canal |
en |
heal.type |
conferenceItem |
en |
heal.publicationDate |
1989 |
en |
heal.abstract |
The Corinth Canal is of great importance regarding the navigation in the Mediterranean Sea and the railway and roadway transportation between Peloponnese and the Central Greece. For a better understanding of the mechanical behaviour of the marls, found in abundance in the narrow zone of the Corinth Canal, investigations of laboratory and in situ testing have been carried out including: Drilling of boreholes and sampling; laboratory testing (determination of Atterberg limits, unconfined and triaxial compression tests, residual shear strength characteristics of the different types of marls involved, consolidation tests, etc.); mineralogical analysis by using X-Ray diffraction techniques and electronic microscopy. In this paper after considering the Engineering geological aspects of the area, results of the tests described above are presented and critically discussed, some correlations are given and some comparisons with marls from other areas of Greece are considered. |
en |
heal.publisher |
Publ by A.A. Balkema, Rotterdam, Netherlands |
en |
heal.journalName |
Proceedings of the International Conference on Soil Mechanics and Foundation Engineering |
en |
dc.identifier.volume |
1 |
en |
dc.identifier.spage |
491 |
en |
dc.identifier.epage |
494 |
en |