Geotechnical properties of Søvind Marl: a plastic Eocene clay

Gitte Lyng Grønbech, Benjaminn Nordahl Nielsen, Lars Bo Ibsen, Peter Stockmarr

Research output: Contribution to journalJournal articleResearchpeer-review

6 Citations (Scopus)
8 Downloads (Pure)

Abstract

This paper presents results of the analyses of the geotechnical properties of a fissured and highly plastic Danish tertiary clay, Søvind Marl.
Original languageEnglish
JournalCanadian Geotechnical Journal
Volume52
Issue number4
Pages (from-to)469-478
Number of pages10
ISSN0008-3674
DOIs
Publication statusPublished - 2015

Fingerprint

geotechnical property
marl
Clay
Eocene
plastic
Plastics
clay

Keywords

  • Fissured Clay
  • Tertiary Clay
  • High Plasticity
  • Soil Classification
  • Site investigation
  • Overconsolidated clay

Cite this

Grønbech, Gitte Lyng ; Nielsen, Benjaminn Nordahl ; Ibsen, Lars Bo ; Stockmarr, Peter. / Geotechnical properties of Søvind Marl : a plastic Eocene clay. In: Canadian Geotechnical Journal. 2015 ; Vol. 52, No. 4. pp. 469-478.
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abstract = "This paper presents results of the analyses of the geotechnical properties of a fissured and highly plastic Danish tertiary clay, S{\o}vind Marl.",
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Geotechnical properties of Søvind Marl : a plastic Eocene clay. / Grønbech, Gitte Lyng; Nielsen, Benjaminn Nordahl; Ibsen, Lars Bo; Stockmarr, Peter.

In: Canadian Geotechnical Journal, Vol. 52, No. 4, 2015, p. 469-478.

Research output: Contribution to journalJournal articleResearchpeer-review

TY - JOUR

T1 - Geotechnical properties of Søvind Marl

T2 - a plastic Eocene clay

AU - Grønbech, Gitte Lyng

AU - Nielsen, Benjaminn Nordahl

AU - Ibsen, Lars Bo

AU - Stockmarr, Peter

PY - 2015

Y1 - 2015

N2 - This paper presents results of the analyses of the geotechnical properties of a fissured and highly plastic Danish tertiary clay, Søvind Marl.

AB - This paper presents results of the analyses of the geotechnical properties of a fissured and highly plastic Danish tertiary clay, Søvind Marl.

KW - Fissured Clay

KW - Tertiary Clay

KW - High Plasticity

KW - Soil Classification

KW - Site investigation

KW - Overconsolidated clay

KW - Fissured Clay

KW - Tertiary Clay

KW - High Plasticity

KW - Soil Classification

KW - Site investigation

KW - Overconsolidated clay

U2 - 10.1139/cgj-2014-0066

DO - 10.1139/cgj-2014-0066

M3 - Journal article

VL - 52

SP - 469

EP - 478

JO - Canadian Geotechnical Journal

JF - Canadian Geotechnical Journal

SN - 0008-3674

IS - 4

ER -