Sign Up to like & get
recommendations!
1
Published in 2017 at "Geotechnical and Geological Engineering"
DOI: 10.1007/s10706-017-0319-4
Abstract: Vertical plate anchors provide an economical solution to safely resist the large horizontal forces experienced by the foundation of different structures such as bulkheads, sheet piles, retaining walls and so forth. This paper develops a…
read more here.
Keywords:
capacity vertical;
soil;
vertical plate;
pullout capacity ... See more keywords
Sign Up to like & get
recommendations!
1
Published in 2020 at "Ocean Engineering"
DOI: 10.1016/j.oceaneng.2020.107427
Abstract: Abstract A series of 1 g model tests was performed to investigate the effect of loading rate on the vertical pullout capacity of offshore bucket foundations in sand. The bucket model had a length-to-diameter ratio of…
read more here.
Keywords:
bucket;
pullout capacity;
rate;
loading rate ... See more keywords
Sign Up to like & get
recommendations!
1
Published in 2021 at "Ocean Engineering"
DOI: 10.1016/j.oceaneng.2021.109643
Abstract: Abstract A series of 1 g experimental tests was conducted to investigate the effects of embedment depth on the pullout capacity of bucket foundations in sand. Polycarbonate model buckets with a constant diameter of 150 mm and…
read more here.
Keywords:
embedment depth;
bucket;
capacity;
pullout capacity ... See more keywords
Sign Up to like & get
recommendations!
1
Published in 2020 at "International Journal of Geomechanics"
DOI: 10.1061/(asce)gm.1943-5622.0001576
Abstract: AbstractThis paper presents an analytical model for the estimation of the ultimate pullout capacity of vertical anchors embedded in frictional soils. The analytical model developed using the princi...
read more here.
Keywords:
capacity vertical;
vertical anchors;
frictional soils;
ultimate pullout ... See more keywords
Sign Up to like & get
recommendations!
0
Published in 2020 at "Journal of Marine Science and Engineering"
DOI: 10.3390/jmse8100738
Abstract: This paper conducts coupled Eulerian–Lagrangian (CEL) analysis to characterize the model uncertainty of using the cylindrical shear method (CSM) to predict the pullout capacity of helical anchors in cohesive soils. The model factor M is…
read more here.
Keywords:
pullout capacity;
model;
helical anchors;
model uncertainty ... See more keywords