Experimental and Analytical Study on Uplift Loading Capacity of Strip Plate Anchors Near Sand Slope-Reference-Cited by-同舟云学术

Experimental and Analytical Study on Uplift Loading Capacity of Strip Plate Anchors Near Sand Slope

Published:2020-01 Issue:1 Volume:20 Page:04019136
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yang Minghui¹^ORCID,Ai Zhicheng²,Deng Bo²

Affiliation:

1. Associate Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China (corresponding author). ORCID: .

2. Ph.D. Candidate, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001528

Reference43 articles.

1. Balla A. 1961. “The resistance to breaking out of mushroom foundations for pylons.” In Vol. 1 of Proc. 5th Int. Conf. on Soil Mechanics and Foundation Engineering 569–576. London: International Society for Soil Mechanics and Foundation Energy.

2. Undrained uplift capacity of strip plate anchor nearby clayey slope;Bhattacharya P.;Geotech. Geol. Eng.,2017

3. Uplift capacity of horizontal anchor plate embedded near to the cohesionless slope by limit analysis;Bhattacharya P.;Geomech. Eng.,2017

4. Bildik S. M. Laman and M. T. Suleinman. 2013. “Uplift behavior of anchor plates in slope.” In Proc. Geo-Congress 1802–1810. Reston VA: ASCE.

5. Bobbitt D. E. and S. P. Clemence. 1987. “Helical anchors: Application and design criteria.” In Proc. 9th Southeast Asian Geotechechnical Conf. 105–120. Klong Luang Thailand: Southeast Asian Geotechnical Society.

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