Journal ArticleDOI
Uplift of Anchor Plates in Sand
Edward J. Murray,James D. Geddes +1 more
TLDR
In this article, an investigation into the vertical uplift of anchor plates in a cohesionless medium is described, and factors investigated in relation to the loaddisplacement response were the size and shape of plate.Abstract:
An investigation into the vertical uplift of anchor plates in a cohesionless medium is described. Factors investigated in relation to the loaddisplacement response were the size and shape of plate,...read more
Citations
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Journal ArticleDOI
Moving intruder out of noncohesive and cohesive granular assemblies
Thanh-Trung Vo,Trung-Kien Nguyen +1 more
Journal ArticleDOI
Horizontal Pullout Capacity of a Group of Two Vertical Square Anchors Embedded in Medium Dense Sand
K.V.S.B. Raju,B.S. Pankaja +1 more
TL;DR: In this article, the authors evaluated the performance of group of two square anchors embedded in medium dense sand by conducting laboratory model tests and found that the group efficiency factor was greater than 1 and further as S/B ratio increases, the anchor efficiency decreases.
Journal ArticleDOI
Study on the Uplift Resistance of a Joint Board Cable Foundation Considering the Critical Burial Depth
TL;DR: In this paper, the authors investigated the impact of the critical burial depth on the uplift capacity of a joint board cable foundation and found that the critical depth ratio has the most influence on the pullout capacity of anchor plate.
Journal ArticleDOI
Rainfall-type landslide warning and sports public service performance evaluation based on data anomaly detection
TL;DR: In this paper, Wang et al. used data detection algorithm technology to study rainfall-type landslide early warning and evaluate the effectiveness of sports public services and established a sports public service effectiveness index system.
Journal ArticleDOI
The Influence of Geometry of Pedestal Piles in Silt on Uplift Behavior
TL;DR: A series of uplift tests of relatively large scale pile models with various dimensions in silt soil have been conducted to investigate the influence of angles of enlarged base, ratio of base and shaft diameters and embedment ratios as discussed by the authors.
References
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Journal ArticleDOI
Extended limit design theorems for continuous media
TL;DR: In this paper, the safe loads for a Prandtl-Reuss material subject to surface tractions or displacements which increase in ratio are extended to any perfectly plastic material and any history of loading.
Journal ArticleDOI
The Ultimate Uplift Capacity of Foundations
G G Meyerhof,J I Adams +1 more
TL;DR: In this article, the ultimate uplift capacity of foundations with special reference to transmission tower footings is evaluated and a number of model uplift tests made by the authors and by others are studied and evaluated.
Journal ArticleDOI
The behaviour of anchor plates in sand
R. K. Rowe,E. H. Davis +1 more
TL;DR: In this paper, the authors describe a theoretical investigation into the behavior of anchor plates in sand, considering the effects of anchor embedment, friction angle, dilatancy, initial stress and initial stress on the anchor.
Journal ArticleDOI
Breakout resistance of objects embedded in ocean bottom
TL;DR: For relatively shallow anchors in undisturbed dense and stiff soils, general shear along a convex, torical slip surface is observed as mentioned in this paper, which degenerates into a cylindrical surface for remolded, compressible and semiliquid soils.
Journal ArticleDOI
Failure Loads of Vertical Anchor Plates in Sand
TL;DR: In this article, a series of tests on model anchor plates in sand are described in the form of dimensionless force coefficients and shape factors relating failure loads to the geometry of the anchor and its depth of embedment.