Thermo–Hydro–Mechanical Response of MSW in a Modified Large Oedometer Apparatus-Reference-Cited by-同舟云学术

Thermo–Hydro–Mechanical Response of MSW in a Modified Large Oedometer Apparatus

Published:2023-03 Issue:3 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Khaleghi Morteza¹^ORCID,Karimpour-Fard Mehran²^ORCID,Heshmati Ali Akbar³,Machado Sandro Lemos⁴^ORCID

Affiliation:

1. Ph.D. Student, School of Civil Engineering, Iran Univ. of Science and Technology, Narmak, Tehran 16846-13114, Iran. ORCID: .

2. Assistant Professor, School of Civil Engineering, Iran Univ. of Science and Technology, Narmak, Tehran 16846-13114, Iran (corresponding author). ORCID: .

3. Assistant Professor, School of Civil Engineering, Iran Univ. of Science and Technology, Narmak, Tehran 16846-13114, Iran.

4. Professor, Dept. of Materials Science and Technology, Federal Univ. of Bahia, 02 Aristides Novis St., Salvador, BA 40210-630, Brazil. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7997

Reference58 articles.

1. Almeida, M., and C. Ferreira. 1992. “Field, in situ and laboratory consolidation parameters of a very soft clay.” In Predictive Soil Mechanics: Proc., Wroth Memorial Symp., 73–93. London: Thomas Telford.

2. Construction of a large oedometer for MSW and non-conventional materials testing;Anunciação L. G.;Proc. Inst. Civ. Eng. Geotech. Eng.,2020

3. ASTM. 2006. Standard test method for one-dimensional consolidation properties of saturated cohesive soils using controlled-strain loading. ASTM D4186-06. West Conshohocken PA: ASTM.

4. ASTM. 2011. Standard test method for one-dimensional consolidation properties of soils using incremental loading. ASTM D2435/D2435M-11. West Conshohocken, PA: ASTM.

5. Compression behavior of municipal solid waste: Immediate compression;Bareither C. A.;J. Geotech. Geoenviron. Eng.,2012

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