Establishing Hoek–Brown Strength Parameters for Artificially Cemented Soils: Practical Methodology-Reference-Cited by-同舟云学术

Establishing Hoek–Brown Strength Parameters for Artificially Cemented Soils: Practical Methodology

Published:2024-03 Issue:3 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Marques Sérgio Filipe Veloso¹^ORCID,Bruschi Giovani Jordi²^ORCID,de Araújo Mariana Tonini³^ORCID,Consoli Nilo Cesar⁴

Affiliation:

1. Research Fellow, Graduate Program in Civil Engineering, Universidade Federal do Rio Grande do Sul, Porto Alegre 90035-190, Brazil (corresponding author). ORCID: .

2. Research Assistant, Graduate Program in Civil Engineering, Universidade Federal do Rio Grande do Sul, Porto Alegre 90035-190 , Brazil. ORCID: .

3. Ph.D. Candidate, Graduate Program in Civil Engineering, Universidade Federal do Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: .

4. Associate Editor, Graduate Program in Civil Engineering, Universidade Federal do Rio Grande do Sul, Porto Alegre 90035-190, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8203

Reference22 articles.

1. Probabilistic characterization of Hoek–Brown constant mi of rock using Hoek’s guideline chart, regression model and uniaxial compression test;Aladejare A. E.;Geotech. Geol. Eng.,2019

2. Arshadnejad, S., and N. Nick. 2016. “Empirical models to evaluate of ‘mi’ as an intact rock constant in the Hoek–Brown rock failure criterion.” In Proc., 19th Southeast Asian Geotechnical Conf. and 2nd AGSSEA Conf., 943–948. Kuala Lumpur, Malaysia: Association of Geotechnical Societies in Southeast Asia (AGSSEA).

3. A method proposed for the assessment of failure envelopes of cemented sandy soils;Consoli N. C.;Eng. Geol.,2014

4. Key parameter for tensile and compressive strength of fibre-reinforced soil–lime mixtures;Consoli N. C.;Geosynth. Int.,2012

5. Parameters controlling tensile and compressive strength of artificially cemented sand;Consoli N. C.;J. Geotech. Geoenviron. Eng.,2010