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Matric suction measurements of compacted subgrade soils
Matric suction measurements of compacted subgrade soils
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Matric suction measurements of compacted subgrade soils

Kim, Hobi ; Ganju, Eshan ; Tang, Dong ; Prezzi, Monica ; Salgado, Rodrigo

Road materials and pavement design, 2015-04, Vol.16 (2), p.358-378 [Periódico revisado por pares]

Abingdon: Taylor & Francis

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Accounting for the microstructure for the prediction of unsaturated shear strength of remolded fine-grained soils
Accounting for the microstructure for the prediction of unsaturated shear strength of remolded fine-grained soils
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Accounting for the microstructure for the prediction of unsaturated shear strength of remolded fine-grained soils

Mpawenayo, Régis ; Gerard, Pierre

Canadian geotechnical journal, 2024-02, Vol.61 (2), p.275-290 [Periódico revisado por pares]

Ottawa: Canadian Science Publishing NRC Research Press

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3
A novel procedure to determine shear dynamic modulus and damping ratio for partial saturated compacted fine-grained soils
A novel procedure to determine shear dynamic modulus and damping ratio for partial saturated compacted fine-grained soils
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A novel procedure to determine shear dynamic modulus and damping ratio for partial saturated compacted fine-grained soils

Villacreses, Juan P. ; Caicedo, Bernardo ; Caro, Silvia ; Yépez, Fabricio

Soil dynamics and earthquake engineering (1984), 2020-04, Vol.131, p.106029, Article 106029 [Periódico revisado por pares]

Barking: Elsevier Ltd

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4
Influence of Molding Moisture Content and Porosity/Cement Index on Stiffness, Strength, and Failure Envelopes of Artificially Cemented Fine-Grained Soils
Influence of Molding Moisture Content and Porosity/Cement Index on Stiffness, Strength, and Failure Envelopes of Artificially Cemented Fine-Grained Soils
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Influence of Molding Moisture Content and Porosity/Cement Index on Stiffness, Strength, and Failure Envelopes of Artificially Cemented Fine-Grained Soils

Consoli, Nilo Cesar ; Quiñónez, Rubén Alejandro ; González, Luis Enrique ; López, Rubén Alcides

Journal of materials in civil engineering, 2017-05, Vol.29 (5) [Periódico revisado por pares]

American Society of Civil Engineers

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5
Integrated approaches for predicting soil-water characteristic curve and resilient modulus of compacted fine-grained subgrade soils
Integrated approaches for predicting soil-water characteristic curve and resilient modulus of compacted fine-grained subgrade soils
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Integrated approaches for predicting soil-water characteristic curve and resilient modulus of compacted fine-grained subgrade soils

Han, Zhong ; Vanapalli, Sai K ; Zou, Wei-lie

Canadian geotechnical journal, 2017-05, Vol.54 (5), p.646-663 [Periódico revisado por pares]

Ottawa: NRC Research Press

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6
Impact of Severe Climate Conditions on Loss of Mass, Strength, and Stiffness of Compacted Fine-Grained Soils–Portland Cement Blends
Impact of Severe Climate Conditions on Loss of Mass, Strength, and Stiffness of Compacted Fine-Grained Soils–Portland Cement Blends
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Impact of Severe Climate Conditions on Loss of Mass, Strength, and Stiffness of Compacted Fine-Grained Soils–Portland Cement Blends

Consoli, Nilo Cesar ; Quiñónez Samaniego, Rubén Alejandro ; González, Luis Enrique ; Bittar, Eduardo José ; Cuisinier, Olivier

Journal of materials in civil engineering, 2018-08, Vol.30 (8) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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7
Water content, porosity and cement content as parameters controlling strength of artificially cemented silty soil
Water content, porosity and cement content as parameters controlling strength of artificially cemented silty soil
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Water content, porosity and cement content as parameters controlling strength of artificially cemented silty soil

Consoli, Nilo Cesar ; Rosa, Daniela Aliati ; Cruz, Rodrigo Caberlon ; Rosa, Amanda Dalla

Engineering geology, 2011-10, Vol.122 (3), p.328-333 [Periódico revisado por pares]

Kidlington: Elsevier B.V

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8
Key Parameter for Swelling Control of Compacted Expansive Fine-Grained Soil–Lime Blends
Key Parameter for Swelling Control of Compacted Expansive Fine-Grained Soil–Lime Blends
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Key Parameter for Swelling Control of Compacted Expansive Fine-Grained Soil–Lime Blends

Silvani, Carina ; Lucena, Lêda Christiane de Figueiredo Lopes ; Guimarães Tenorio, Eduardo Antônio ; Filho, Hugo Carlos Scheuermann ; Consoli, Nilo Cesar

Journal of geotechnical and geoenvironmental engineering, 2020-09, Vol.146 (9) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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9
Investigation on the Microstructure, Unconfined Compressive Strength, and Thermal Conductivity of Compacted CDG Soil by MICP Treatment during Curing
Investigation on the Microstructure, Unconfined Compressive Strength, and Thermal Conductivity of Compacted CDG Soil by MICP Treatment during Curing
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Investigation on the Microstructure, Unconfined Compressive Strength, and Thermal Conductivity of Compacted CDG Soil by MICP Treatment during Curing

Wang, Han-Lin ; Pathak, Bidur ; Yin, Zhen-Yu

Journal of materials in civil engineering, 2023-06, Vol.35 (6) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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10
Microstructure evolution of a compacted lateritic silt upon drying–wetting and loading
Microstructure evolution of a compacted lateritic silt upon drying–wetting and loading
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Microstructure evolution of a compacted lateritic silt upon drying–wetting and loading

Gu, Chuan ; He, Xuan ; Ge, Miaomiao ; Liu, Yuanyuan

Canadian geotechnical journal, 2023-10, Vol.60 (10), p.1599-1611 [Periódico revisado por pares]

Ottawa: Canadian Science Publishing NRC Research Press

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