Model studies of uplift capacity behavior of square plate anchors in geogrid-reinforced sand

2015 ◽  
Vol 8 (4) ◽  
pp. 595-613 ◽  
Author(s):  
Mehmet S. Keskin
Keyword(s):  
Uplift Capacity ◽  
Reinforced Sand ◽  
Model Studies ◽  
Square Plate ◽  
Plate Anchors

scholarly journals Experimental and numerical investigation of the uplift capacity of plate anchors in geocell-reinforced sand

2018 ◽  
Vol 46 (6) ◽  
pp. 801-816 ◽  
Author(s):  
M. Rahimi ◽  
S.N. Moghaddas Tafreshi ◽  
B. Leshchinsky ◽  
A.R. Dawson
Keyword(s):  
Numerical Investigation ◽  
Uplift Capacity ◽  
Reinforced Sand ◽  
Plate Anchors

Assessing the ultimate uplift capacity of plate anchors in geocell-reinforced sand

2018 ◽  
Vol 25 (6) ◽  
pp. 612-629 ◽  
Author(s):  
M. Rahimi ◽  
B. Leshchinsky ◽  
S. N. Moghaddas Tafreshi
Keyword(s):  
Uplift Capacity ◽  
Reinforced Sand ◽  
Plate Anchors

Consolidation effects on uplift capacity of shallow horizontal plate anchors in dilating sand

Géotechnique ◽  
2021 ◽  
pp. 1-42
Author(s):  
Anamitra Roy ◽  
Shiao Huey Chow ◽  
Mark F. Randolph ◽  
Conleth D. O'Loughlin
Keyword(s):  
Uplift Capacity ◽  
Horizontal Plate ◽  
Plate Anchors

Uplift capacity of horizontal anchor plate in geocell reinforced sand

2019 ◽  
Vol 47 (2) ◽  
pp. 203-216 ◽  
Author(s):  
Awdhesh Kumar Choudhary ◽  
Bhardwaj Pandit ◽  
G.L. Sivakumar Babu
Keyword(s):  
Uplift Capacity ◽  
Anchor Plate ◽  
Reinforced Sand

Experimental investigation of the uplift behaviour of circular plate anchors embedded in sand

2002 ◽  
Vol 39 (3) ◽  
pp. 648-664 ◽  
Author(s):  
K Ilamparuthi ◽  
E A Dickin ◽  
K Muthukrisnaiah
Keyword(s):  
Experimental Investigation ◽  
Circular Plate ◽  
Large Scale ◽  
Alternative Methods ◽  
Scale Model ◽  
Uplift Capacity ◽  
Rupture Surface ◽  
Sand Surface ◽  
Plate Anchors ◽  
Loose Medium

An experimental investigation of the uplift behaviour of relatively large scale model circular plate anchors up to 400 mm in diameter embedded in loose, medium-dense, and dense dry sand is described. Uplift capacity is strongly influenced by anchor diameter, embedment ratio, and sand density. In tests on shallow half-cut models, a gently curved rupture surface emerged from the top edge of the anchor to the sand surface at approximately ϕ/2 to the vertical, where ϕ is the angle of shearing resistance. For a deep anchor, a balloon-shaped rupture surface emerged at 0.8ϕ to the vertical immediately above the anchor and was confined within the sand bed. The load-displacement behaviour of full-shaped models was three-phase and two-phase for shallow and deep anchors, respectively. Alternative methods of determining the critical embedment ratio are considered, and values of 4.8, 5.9, and 6.8 are proposed for loose, medium-dense, and dense sand, respectively. Empirical equations are presented which yield breakout factors similar to those from many published laboratory and field studies.Key words: circular anchor, uplift capacity, sand, critical embedment ratio, failure mechanism.

scholarly journals Holding Capacity of Inclined Square Plate Anchors in Clay

1989 ◽  
Vol 29 (3) ◽  
pp. 138-144 ◽  
Author(s):  
Braja M. Das ◽  
Vijay K. Puri
Keyword(s):  
Square Plate ◽  
Plate Anchors

Model studies of multi-edge footings on geogrid-reinforced sand

2013 ◽  
Vol 18 (2) ◽  
pp. 190-205 ◽  
Author(s):  
Burakbey Davarci ◽  
Murat Ornek ◽  
Yakup Turedi
Keyword(s):  
Reinforced Sand ◽  
Model Studies
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