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Characterization of Lime and Polymer Treated Ultra-Soft Clay Soils Using the Modified Vane Shear and Correlating the Shear Strengths to the Electrical Resistivity and CIGMAT Miniature Penetrometer for Nondestructive Field Tests
Characterization of Lime and Polymer Treated Ultra-Soft Clay Soils Using the Modified Vane Shear and Correlating the Shear Strengths to the Electrical Resistivity and CIGMAT Miniature Penetrometer for Nondestructive Field Tests
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Characterization of Lime and Polymer Treated Ultra-Soft Clay Soils Using the Modified Vane Shear and Correlating the Shear Strengths to the Electrical Resistivity and CIGMAT Miniature Penetrometer for Nondestructive Field Tests

Raheem, Aram M. ; Vipulanandan, Cumaraswamy

Geotechnical and geological engineering, 2021-04, Vol.39 (4), p.3047-3063 [Periódico revisado por pares]

Cham: Springer International Publishing

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2
Consistency Index and Its Correlation with EPB Excavation of Mixed Clay–Sand Soils
Consistency Index and Its Correlation with EPB Excavation of Mixed Clay–Sand Soils
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Consistency Index and Its Correlation with EPB Excavation of Mixed Clay–Sand Soils

de Oliveira, Daniela G. G. ; Thewes, Markus ; Diederichs, Mark S. ; Langmaack, Lars

Geotechnical and geological engineering, 2019-01, Vol.37 (1), p.327-345 [Periódico revisado por pares]

Cham: Springer International Publishing

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3
Impact of Carpet Waste Fibre Addition on Swelling Properties of Compacted Clays
Impact of Carpet Waste Fibre Addition on Swelling Properties of Compacted Clays
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Impact of Carpet Waste Fibre Addition on Swelling Properties of Compacted Clays

Mirzababaei, M. ; Miraftab, M. ; Mohamed, M. ; McMahon, P.

Geotechnical and geological engineering, 2013-02, Vol.31 (1), p.173-182 [Periódico revisado por pares]

Dordrecht: Springer Netherlands

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4
Use of Sewage Sludge Ash and Hydrated Lime to Improve the Engineering Properties of Clayey Soils
Use of Sewage Sludge Ash and Hydrated Lime to Improve the Engineering Properties of Clayey Soils
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Use of Sewage Sludge Ash and Hydrated Lime to Improve the Engineering Properties of Clayey Soils

Norouzian, Kamyar ; Abbasi, Nader ; Abedi Koupai, Jahangir

Geotechnical and geological engineering, 2018-06, Vol.36 (3), p.1575-1586 [Periódico revisado por pares]

Cham: Springer International Publishing

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5
A Study on the Mechanical Behavior of a Fiber-Clay Composite with Natural Fiber
A Study on the Mechanical Behavior of a Fiber-Clay Composite with Natural Fiber
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A Study on the Mechanical Behavior of a Fiber-Clay Composite with Natural Fiber

Estabragh, A. R. ; Bordbar, A. T. ; Javadi, A. A.

Geotechnical and geological engineering, 2013-04, Vol.31 (2), p.501-510 [Periódico revisado por pares]

Dordrecht: Springer Netherlands

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6
Thermal effects on mechanical behaviour of soil–structure interface
Thermal effects on mechanical behaviour of soil–structure interface
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Thermal effects on mechanical behaviour of soil–structure interface

Maghsoodi, Soheib ; Cuisinier, Olivier ; Masrouri, Farimah

Canadian geotechnical journal, 2020-01, Vol.57 (1), p.32-47 [Periódico revisado por pares]

Ottawa: NRC Research Press

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7
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update
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Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update

Robertson, P.K

Canadian geotechnical journal, 2022-04, Vol.59 (4), p.620-624 [Periódico revisado por pares]

1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: Canadian Science Publishing

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8
A method to predict desiccation crack depth in a compacted clayey soil
A method to predict desiccation crack depth in a compacted clayey soil
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A method to predict desiccation crack depth in a compacted clayey soil

Hassanikhah, Arash ; Miller, Gerald A ; Cerato, Amy B

Canadian geotechnical journal, 2022-04, Vol.59 (4), p.526-537 [Periódico revisado por pares]

1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: Canadian Science Publishing

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9
Field and laboratory behaviour of fine-grained soil stabilized with lime
Field and laboratory behaviour of fine-grained soil stabilized with lime
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Field and laboratory behaviour of fine-grained soil stabilized with lime

Consoli, Nilo Cesar ; Bittar Marin, Eduardo José ; Quiñónez Samaniego, Rubén Alejandro ; Scheuermann Filho, Hugo Carlos ; Cristelo, Nuno Miguel Cordeiro

Canadian geotechnical journal, 2020-06, Vol.57 (6), p.933-938 [Periódico revisado por pares]

Ottawa: NRC Research Press

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10
Drained solution for cylindrical cavity expansion in modified Cam clay soil under constant vertical stress
Drained solution for cylindrical cavity expansion in modified Cam clay soil under constant vertical stress
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Drained solution for cylindrical cavity expansion in modified Cam clay soil under constant vertical stress

Su, D

Canadian geotechnical journal, 2021-02, Vol.58 (2), p.176-189 [Periódico revisado por pares]

1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: NRC Research Press

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