Breakout Factor of Bell-Shaped Anchor with Ties Embedded in Sand

Author:

Das Arya,Bera Ashis KORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Reference42 articles.

1. Ardebili, Z.A., Gabr, M.A., Rahman, M.S.: Uplift capacity of plate anchors in saturated clays: analyses with different constitutive models. Int. J. Geomechan. 16(2), 04015053:1–04015053:0401505311 (2016)

2. ASTM: D5199: Standard test method for measuring the nominal thickness of geosynthetics. American Society of Testing Materials, Philadelphia, PA, USA (2006)

3. ASTM: D4595: Standard test method for tensile properties of geotextiles by the wide-width strip method. American Society of Testing Materials, Philadelphia, PA.USA (2009)

4. ASTM: D5261: Standard test method for measuring mass per unit area of geotextiles. American Society of Testing Materials, Philadelphia, PA, USA (2010)

5. ASTM D2487: Standard Practice for classification of soils for engineering purposes (Unified soil classification system). American Society of Testing Materials Philadelphia. PA.USA.(1992)

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