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Bruno Cavalcante Mota

Universidade Federal do Rio de Janeiro (UFRJ)

Athos da Silveira Ramos 149

Rio de Janeiro, 21941-909

Brazil

  • Universidade Federal do Rio de Janeiro (UFRJ)

SCHOLARLY PAPERS

3

DOWNLOADS

133

TOTAL CITATIONS

0

Scholarly Papers (3)

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1.

Optimized Characterization of the Permanent Deformation of Unbound Soils and Granular Materials Considering the Master Curve Concept

Number of pages: 23 Posted: 21 Feb 2024
Bruno Cavalcante Mota, Mariluce de Oliveira Ubaldo, Caroline Dias Amancio de Lima, Luis Alberto Herrmann do Nascimento and Francisco Thiago Sacramento Aragao
Universidade Federal do Rio de Janeiro (UFRJ), Universidade Federal do Rio de Janeiro (UFRJ), Federal University of Bahia (UFBA), Petrobras and Universidade Federal do Rio de Janeiro (UFRJ)
Downloads 56 (1,031,043)

Abstract:

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Asphalt pavement, granular layers, permanent deformation, testing optimization.

2.

A Data-Driven Approach to Optimize the Permanent Deformation Analysis of Soils and Granular Materials Based on the Construction of Master Curves

Number of pages: 24 Posted: 11 Dec 2024
Bruno Cavalcante Mota, Gabriel Viana da Silva, Mariluce de Oliveira Ubaldo, Caroline Dias Amancio de Lima, Rogério Pinto Espíndola, Luis Alberto Herrmann do Nascimento and Francisco Thiago Sacramento Aragao
Universidade Federal do Rio de Janeiro (UFRJ), affiliation not provided to SSRN, Universidade Federal do Rio de Janeiro (UFRJ), Federal University of Bahia (UFBA), Universidade Federal do Rio de Janeiro (UFRJ), Petrobras and Universidade Federal do Rio de Janeiro (UFRJ)
Downloads 49 (1,183,237)

Abstract:

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Granular layers, artificial intelligence, master curves, optimization

3.

Investigation of the Deformability of Sandy Soils for Pavement Layers Under Repeated Load Triaxial Tests

Number of pages: 16 Posted: 18 Dec 2024
Caroline Dias Amancio de Lima, Laura Maria Goretti da Motta, Antonio Carlos Rodrigues Guimarães, Bruno Cavalcante Mota and Francisco Thiago Sacramento Aragao
Federal University of Bahia (UFBA), affiliation not provided to SSRN, Military Institute of Engineering, Universidade Federal do Rio de Janeiro (UFRJ) and Universidade Federal do Rio de Janeiro (UFRJ)
Downloads 28 (1,359,097)

Abstract:

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shakedown, resilient modulus, permanent deformation, mechanical behavior