New RSM-FEM–Based Active Lateral Earth Thrust Coefficient Determination Method for Inverted T-Type Cantilever Retaining Walls Supporting Narrow Granular Backfill-Reference-Cited by-同舟云学术

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New RSM-FEM–Based Active Lateral Earth Thrust Coefficient Determination Method for Inverted T-Type Cantilever Retaining Walls Supporting Narrow Granular Backfill

Published:2023-11 Issue:11 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kamiloğlu Hakan Alper¹^ORCID

Affiliation:

1. Dept. of Civil Engineering, Faculty of Engineering, Bayburt Univ., 69010 Bayburt, Turkey. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8402

Reference63 articles.

1. ASTM. 2009. Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM D6913-04. West Conshohocken PA: ASTM.

2. ASTM. 2011. Standard test method for direct shear test of soils under consolidated drained conditions. ASTM D3080/D3080M-11. West Conshohocken PA: ASTM.

3. ASTM. 2014. Standard test methods for specific gravity of soil solids by water pycnometer. ASTM D854-14. West Conshohocken PA: ASTM.

4. ASTM. 2016a. Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM D4253-16. West Conshohocken PA: ASTM.

5. ASTM. 2016b. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254-16. West Conshohocken PA: ASTM.

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