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Refinado por: Base de dados/Biblioteca: ASFA: Aquatic Sciences and Fisheries Abstracts remover assunto: Clay remover assunto: Engineering, Geological remover assunto: Sediments remover
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1
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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2
Performance investigation of 3D printed clay soil using fiber Bragg grating technology
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Performance investigation of 3D printed clay soil using fiber Bragg grating technology

Hong, Chengyu ; Wang, Xuetao ; Han, Kaihang ; Su, Dong ; Chen, Zhangwei

Acta geotechnica, 2022-02, Vol.17 (2), p.453-462 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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3
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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4
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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5
Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay
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Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay

Chang, Ilhan ; Cho, Gye-Chun

Acta geotechnica, 2019-04, Vol.14 (2), p.361-375 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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6
A microstructural insight into compacted clayey soils and their hydraulic properties
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A microstructural insight into compacted clayey soils and their hydraulic properties

Romero, Enrique

Engineering geology, 2013-10, Vol.165, p.3-19 [Periódico revisado por pares]

Kidlington: Elsevier B.V

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7
Testing shrinkage factors: comparison of methods and correlation with index properties of soils
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Testing shrinkage factors: comparison of methods and correlation with index properties of soils

Izdebska-Mucha, Dorota ; Wójcik, Emilia

Bulletin of engineering geology and the environment, 2013-02, Vol.72 (1), p.15-24 [Periódico revisado por pares]

Berlin/Heidelberg: Springer-Verlag

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8
General analytical solutions for one‐dimensional nonlinear consolidation of saturated clay under non‐isothermal distribution condition
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General analytical solutions for one‐dimensional nonlinear consolidation of saturated clay under non‐isothermal distribution condition

Li, Jiangshan ; Jiang, Wenhao ; Ge, Shangqi ; Chen, Xiaohui ; Chen, Xin ; Liu, Lei

International journal for numerical and analytical methods in geomechanics, 2022-07, Vol.46 (10), p.1811-1830 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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9
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
Evaluation of undrained shear strength of surficial marine clays using ball penetration-based CFD modelling
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Evaluation of undrained shear strength of surficial marine clays using ball penetration-based CFD modelling

Guo, Xing-sen ; Nian, Ting-kai ; Wang, Dong ; Gu, Zhong-de

Acta geotechnica, 2022-05, Vol.17 (5), p.1627-1643 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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