At-rest lateral earth pressure in compacted silica sand-Reference-Cited by-同舟云学术

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At-rest lateral earth pressure in compacted silica sand

Published:2023-12-10 Issue: Volume: Page:1-15
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Hanna Adel M.¹,Rosales Garzón Sergio Esteban²^ORCID

Affiliation:

1. Department of Building, Civil and Environmental Engineering, Concordia University, Montreal, Canada

2. Geotechnical Engineer, Klohn Crippen Berger Ltd., Calgary, Canada

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2023.2288654

Reference32 articles.

1. The Louisiana Plane Strain Apparatus for Soil Testing

2. ASTM, 2012a. Test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft-lbf/ft3 (600 kN-m/m3)). ASTM D698-12e2. West Conshohocken, PA: ASTM.

3. ASTM, 2012b. Test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3 (2700 kN-m/m3)). ASTM D1557-12e1. West Conshohocken, PA: ASTM.

4. Atkinson, J.H., 1993. An introduction to the mechanics of soils and foundations: through critical state soil mechanics. UK: McGraw-Hill Book Company Ltd.

5. The strength and dilatancy of sands

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