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1
Combined geophysical and geotechnical approach to ground investigations and hazard zonation of a quick clay area, mid Norway
Combined geophysical and geotechnical approach to ground investigations and hazard zonation of a quick clay area, mid Norway
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Combined geophysical and geotechnical approach to ground investigations and hazard zonation of a quick clay area, mid Norway

Solberg, Inger-Lise ; Hansen, Louise ; Rønning, Jan Steinar ; Haugen, Ellen D. ; Dalsegg, Einar ; Tønnesen, Jan Fredrik

Bulletin of engineering geology and the environment, 2012-02, Vol.71 (1), p.119-133 [Periódico revisado por pares]

Berlin/Heidelberg: Springer-Verlag

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2
Hysteretic soil water characteristics and cyclic swell–shrink paths of compacted expansive soils
Hysteretic soil water characteristics and cyclic swell–shrink paths of compacted expansive soils
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Hysteretic soil water characteristics and cyclic swell–shrink paths of compacted expansive soils

Lin, Botao ; Cerato, Amy B.

Bulletin of engineering geology and the environment, 2013-02, Vol.72 (1), p.61-70 [Periódico revisado por pares]

Berlin/Heidelberg: Springer-Verlag

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3
Prediction of expansive soil swelling based on four micro-scale properties
Prediction of expansive soil swelling based on four micro-scale properties
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Prediction of expansive soil swelling based on four micro-scale properties

Lin, Botao ; Cerato, Amy B.

Bulletin of engineering geology and the environment, 2012-02, Vol.71 (1), p.71-78 [Periódico revisado por pares]

Berlin/Heidelberg: Springer-Verlag

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4
Micro–macro-experimental study of two clayey materials on drying paths
Micro–macro-experimental study of two clayey materials on drying paths
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Micro–macro-experimental study of two clayey materials on drying paths

Wei, Xin ; Hattab, Mahdia ; Fleureau, Jean-Marie ; Hu, Ruilin

Bulletin of engineering geology and the environment, 2013-12, Vol.72 (3-4), p.495-508 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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5
Liquid limit of low- to medium-plasticity soils: comparison between Casagrande cup and cone penetrometer test
Liquid limit of low- to medium-plasticity soils: comparison between Casagrande cup and cone penetrometer test
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Liquid limit of low- to medium-plasticity soils: comparison between Casagrande cup and cone penetrometer test

Di Matteo, Lucio

Bulletin of engineering geology and the environment, 2012-02, Vol.71 (1), p.79-85 [Periódico revisado por pares]

Berlin/Heidelberg: Springer-Verlag

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6
Quantitative analysis of the microstructure of Shanghai muddy clay before and after freezing
Quantitative analysis of the microstructure of Shanghai muddy clay before and after freezing
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Quantitative analysis of the microstructure of Shanghai muddy clay before and after freezing

Tang, Yi-qun ; Zhou, Jie ; Hong, Jun ; Yang, Ping ; Wang, Jian-xiu

Bulletin of engineering geology and the environment, 2012-05, Vol.71 (2), p.309-316 [Periódico revisado por pares]

Berlin/Heidelberg: Springer-Verlag

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7
Evaluation of surface settlements in the Istanbul metro in terms of analytical, numerical and direct measurements
Evaluation of surface settlements in the Istanbul metro in terms of analytical, numerical and direct measurements
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Evaluation of surface settlements in the Istanbul metro in terms of analytical, numerical and direct measurements

Hasanpour, Rohola ; Chakeri, Hamid ; Ozcelik, Yilmaz ; Denek, Hasan

Bulletin of engineering geology and the environment, 2012-08, Vol.71 (3), p.499-510 [Periódico revisado por pares]

Berlin/Heidelberg: Springer-Verlag

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8
Effect of polyurethane on the stability of sand–clay mixtures
Effect of polyurethane on the stability of sand–clay mixtures
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Effect of polyurethane on the stability of sand–clay mixtures

Liu, Jin ; Shi, Bin ; Gu, Kai ; Jiang, Hongtao ; Inyang, Hilary I.

Bulletin of engineering geology and the environment, 2012-08, Vol.71 (3), p.537-544 [Periódico revisado por pares]

Berlin/Heidelberg: Springer-Verlag

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9
Laboratory shear strength parameters of cohesive soils: variability and potential effects on slope stability
Laboratory shear strength parameters of cohesive soils: variability and potential effects on slope stability
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Laboratory shear strength parameters of cohesive soils: variability and potential effects on slope stability

Di Matteo, Lucio ; Valigi, Daniela ; Ricco, Remo

Bulletin of engineering geology and the environment, 2013-02, Vol.72 (1), p.101-106 [Periódico revisado por pares]

Berlin/Heidelberg: Springer-Verlag

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10
Undrained shear strength of clays as modified by pH variations
Undrained shear strength of clays as modified by pH variations
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Undrained shear strength of clays as modified by pH variations

Spagnoli, Giovanni ; Rubinos, David ; Stanjek, Helge ; Fernández-Steeger, Tomás ; Feinendegen, Martin ; Azzam, Rafig

Bulletin of engineering geology and the environment, 2012-02, Vol.71 (1), p.135-148 [Periódico revisado por pares]

Berlin/Heidelberg: Springer-Verlag

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