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Dolinar, Bojana, Trauner, Ludvik (2007) The impact of structure on the undrained shear strength of cohesive soils. Engineering Geology, 92 (1). 88-96 doi:10.1016/j.enggeo.2007.04.003

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Reference TypeJournal (article/letter/editorial)
TitleThe impact of structure on the undrained shear strength of cohesive soils
JournalEngineering Geology
AuthorsDolinar, BojanaAuthor
Trauner, LudvikAuthor
Year2007 (June)Volume92
Issue1
PublisherElsevier BV
DOIdoi:10.1016/j.enggeo.2007.04.003Search in ResearchGate
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Mindat Ref. ID7761013Long-form Identifiermindat:1:5:7761013:1
GUID0
Full ReferenceDolinar, Bojana, Trauner, Ludvik (2007) The impact of structure on the undrained shear strength of cohesive soils. Engineering Geology, 92 (1). 88-96 doi:10.1016/j.enggeo.2007.04.003
Plain TextDolinar, Bojana, Trauner, Ludvik (2007) The impact of structure on the undrained shear strength of cohesive soils. Engineering Geology, 92 (1). 88-96 doi:10.1016/j.enggeo.2007.04.003
In(2007, June) Engineering Geology Vol. 92 (1) Elsevier BV

See Also

These are possibly similar items as determined by title/reference text matching only.

Trauner, Ludvik, Dolinar, Bojana, Mišič, Miha (2005) Relationship between the Undrained Shear Strength, Water Content, and Mineralogical Properties of Fine-Grained Soils. International Journal of Geomechanics, 5. 350-355 doi:10.1061/(asce)1532-3641(2005)5:4(350)
Dolinar, Bojana, Trauner, Ludvik (2003) Machanical properties of cohesive soils in dependence on the water quantity and mineralogical composition. Geologija, 46 (2) 307-312 doi:10.5474/geologija.2003.026
Dolinar, Bojana, Trauner, Ludvik (2005) Impact of Soil Composition on Fall Cone Test Results. Journal of Geotechnical and Geoenvironmental Engineering, 131 (1). 126-130 doi:10.1061/(asce)1090-0241(2005)131:1(126)
Dolinar, Bojana, Miŝiĉ, Miha, Trauner, Ludvik (2007) Correlation between surface area and Atterberg limits of fine-grained soils. Clays and Clay Minerals, 55 (5) 519-523 doi:10.1346/ccmn.2007.0550506
Dolinar, Bojana (2010) Predicting the normalized, undrained shear strength of saturated fine-grained soils using plasticity-value correlations. Applied Clay Science, 47. 428-432 doi:10.1016/j.clay.2009.12.013
Dolinar, Bojana, Ĺ krabl, Stanislav (2012) The matrix potential of fine-grained soils at the liquid limit. Engineering Geology, 135. 48-51 doi:10.1016/j.enggeo.2012.03.003
Westerberg, Bo, MĂĽller, Rasmus, Larsson, Stefan (2015) Evaluation of undrained shear strength of Swedish fine-grained sulphide soils. Engineering Geology, 188. 77-87 doi:10.1016/j.enggeo.2015.01.007
Dolinar, Bojana, Škrabl, Stanislav (2012) Corrigendum to “The matrix potential of fine-grained soils at the liquid limit” [Eng. Geol. 135–136 (2012) 48–51]. Engineering Geology, 151. 131-132 doi:10.1016/j.enggeo.2012.09.001
Bol, Ertan, Önalp, Akın, Özocak, Aşkın, Sert, Sedat (2019) Estimation of the undrained shear strength of Adapazari fine grained soils by cone penetration test. Engineering Geology, 261. 105277pp. doi:10.1016/j.enggeo.2019.105277
NAKASE, AKIO, KAMEI, TAKESHI (1983) Undrained shear strength anisotropy of normally consolidated cohesive soils. Soils and Foundations, 23 (1). 91-101 doi:10.3208/sandf1972.23.91
Gutierrez, Marte, Nygård, Runar, Høeg, Kaare, Berre, Toralv (2008) Normalized undrained shear strength of clay shales. Engineering Geology, 99 (1). 31-39 doi:10.1016/j.enggeo.2008.02.002
 
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