Ghent University Academic Bibliography

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Your filters: cql: issn exact "0149-6115"

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The influence of apparatus stiffness on the results of cyclic direct simple shear tests on dense sand

M. Konstadinou, Adam Bezuijen (UGent) , G. Greeuw, C. Zwanenburg, H. M. Van Essen and L. Voogt

(2021) GEOTECHNICAL TESTING JOURNAL. 44(5). p.1501-1525
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Design, use, and interpretation of an instrumented flat dilatometer test

Hao Shen (UGent) , Wim Haegeman (UGent) and Herman Peiffer (UGent)

(2018) GEOTECHNICAL TESTING JOURNAL. 41(2). p.247-262
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The use of the DMT for the evaluation of changes in stress state in overconsolidated clay in geotechnical applications

Herman Peiffer (UGent) , Benny Malengier (UGent) , Wim Haegeman (UGent) and Hao Shen (UGent)

(2018) GEOTECHNICAL TESTING JOURNAL. 41(5). p.902-914
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3D printing of an instrumented DMT: design, development and initial testing

Hao Shen (UGent) , Wim Haegeman (UGent) and Herman Peiffer (UGent)

(2016) GEOTECHNICAL TESTING JOURNAL. 39(3).
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Unsaturated permeability and retention curve determination from in-flight weight measurements in a bench-scale centrifuge

Benny Malengier (UGent) , Gemmina Di Emidio (UGent) , Herman Peiffer (UGent) , Maria-Cristina Ciocci (UGent) and Pavol Kison (UGent)

(2015) GEOTECHNICAL TESTING JOURNAL. 38(2). p.243-254
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Small-strain shear modulus and strength increase of cement-treated clay

Ramiro Verastegui Flores (UGent) , Gemmina Di Emidio (UGent) and William Van Impe (UGent)

(2010) GEOTECHNICAL TESTING JOURNAL. 33(1). p.62-71

Academic Bibliography

The influence of apparatus stiffness on the results of cyclic direct simple shear tests on dense sand

Design, use, and interpretation of an instrumented flat dilatometer test

The use of the DMT for the evaluation of changes in stress state in overconsolidated clay in geotechnical applications

3D printing of an instrumented DMT: design, development and initial testing

Unsaturated permeability and retention curve determination from in-flight weight measurements in a bench-scale centrifuge

Small-strain shear modulus and strength increase of cement-treated clay

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