Estimation of Pullout Capacity of Vertical Plate Anchors in Cohesionless Soil Using MARS

2017 ◽  
Vol 36 (1) ◽  
pp. 223-233 ◽  
Author(s):  
R. Ganesh ◽  
Sunil Khuntia
Keyword(s):  
Vertical Plate ◽  
Cohesionless Soil ◽  
Pullout Capacity ◽  
Plate Anchors

Pullout capacity of vertical plate anchors in cohesion-less soil

2012 ◽  
Vol 4 (2) ◽  
pp. 105-120 ◽  
Author(s):  
G.S. Kame ◽  
D.M. Dewaikar ◽  
Deepankar Choudhury
Keyword(s):  
Vertical Plate ◽  
Pullout Capacity ◽  
Plate Anchors ◽  
Cohesion Less Soil

Horizontal pullout capacity of a group of two vertical plate anchors in clay

2013 ◽  
Vol 5 (4) ◽  
pp. 299-312 ◽  
Author(s):  
Paramita Bhattacharya ◽  
Jyant Kumar
Keyword(s):  
Vertical Plate ◽  
Pullout Capacity ◽  
Plate Anchors

Ultimate pullout capacity of single vertical plate anchors in sand

2021 ◽  
pp. 1-19
Author(s):  
Peizhi Zhuang ◽  
Hongya Yue ◽  
Xiuguang Song ◽  
Renjuan Sun ◽  
Jianqing Wu ◽  
...  
Keyword(s):  
Vertical Plate ◽  
Pullout Capacity ◽  
Plate Anchors ◽  
Ultimate Pullout Capacity

Numerical Investigation Into the Keying Process of a Plate Anchor Vertically Installed in Cohesionless Soil

2018 ◽  
Author(s):  
Nabil Al Hakeem ◽  
Charles Aubeny
Keyword(s):  
Peak Load ◽  
Offshore Structures ◽  
Cohesionless Soil ◽  
Soil Conditions ◽  
Embedment Depth ◽  
Pullout Capacity ◽  
Vertical Loading ◽  
Wide Range ◽  
Plate Anchor ◽  
Plate Anchors

Vertically driven plate anchors offer an attractive anchoring solution for floating offshore structures, as they are both highly efficient and suitable for a wide range of soil conditions. Since they are oriented vertically after installation, keying is required to orient the anchor into the direction of applied loading. Simulation of the keying process has not been extensively investigated by previous research, especially for cohesionless soil. Reliable prediction of irrecoverable embedment loss during keying is needed, since such loss can lead to significant reduction in the uplift capacity of the plate anchors. Large deformation finite element analyses LDFE method using RITSS (Remeshing and Interpolation Technique with Small Strain) were used to simulate the keying process of strip plate anchor embedded in uniform cohesionless soil. LDFE showed that the loss in embedment depth of plate anchor during rotation is inversely proportional to the loading eccentricity e/B. It was also found that the maximum pullout capacity occurs before the end of keying process at orientations between 60° to 85° degrees for vertical loading. Also, the LDFE study showed that reduced elastic soil stiffness leading to increased levels of displacement at which the peak load is approached.

scholarly journals Experimental study of pullout capacity of plate anchors shallowly embedded in hydrate bearing sediments

2019 ◽  
Vol 173 ◽  
pp. 548-555
Author(s):  
Fang Liu ◽  
Haoyu Sun ◽  
Jongwon Jung ◽  
Xuhui Zhang ◽  
Xin Ju
Keyword(s):  
Experimental Study ◽  
Pullout Capacity ◽  
Plate Anchors ◽  
Hydrate Bearing Sediments

Evaluation of Theoretical Models to Predict the Pullout Capacity of a Vertical Anchor Embedded in Cohesionless Soil

2019 ◽  
Vol 37 (5) ◽  
pp. 3567-3586 ◽  
Author(s):  
Rowshon Jadid ◽  
Azmayeen R. Shahriar ◽  
Md Rejwanur Rahman ◽  
Tanvir Imtiaz
Keyword(s):  
Theoretical Models ◽  
Cohesionless Soil ◽  
Pullout Capacity

Analytical Model for Pullout Capacity of a Vertical Concrete Anchor Block Embedded at Shallow Depth in Cohesionless Soil

2018 ◽  
Vol 18 (7) ◽  
pp. 06018017 ◽  
Author(s):  
Rowshon Jadid ◽  
Md. Zoynul Abedin ◽  
Azmayeen Rafat Shahriar ◽  
Md. Zia Uddin Arif
Keyword(s):  
Analytical Model ◽  
Shallow Depth ◽  
Cohesionless Soil ◽  
Pullout Capacity ◽  
Anchor Block
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