Interface shear strength characteristics of steel piles in frozen clay under varying exposure temperature

Author:

Aldaeef Abdulghader A.,Rayhani Mohammad T.

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference40 articles.

1. Aldaeef, A.A., and Rayhani, M. T. (2017). Adfreeze strength and creep behavior of pile foundations in warming permafrost. Int. Cong. and Exh. “Sust. Civil Infra.: Innov. Infra. Geotechnology.” Springer, Cham, 254-264.

2. ASTM D 4318. 2010. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. ASTM Int., West Conshohocken, PA, USA.

3. ASTM D3080/D3080M-11. (2012). Standard Test Method for Direct Shear Test of Soils Under 494 Consolidated Drained Conditions, Annual Book of ASTM Standards, ASTM Int., 495 West Conshohocken, PA. ASTM D422-63. (2007).

4. ASTM D5321-12. (2014). Standard test method for determining the shear strength of soil-geosynthetic and geosynthetic-geosynthetic interfaces by direct shear, ASTM Int., West Conshohocken, PA.

5. Load transfer of pile foundations in frozen and unfrozen soft clay;Aldaeef;Int. J. Geotech. Eng.,2019

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