Results 21 to 30 of about 34,775 (211)
Numerical analysis of suction embedded plate anchors in structured clay [PDF]
, 2016 As offshore energy developments move towards deeper water, moored floating production facilities are increasingly preferred to fixed structures. Anchoring systems are therefore of great interest to engineers working on deep water developments.
Charlton, T. S. +2 more
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Research on uplift model test of single pile in sand [PDF]
E3S Web of Conferences, 2021 This paper mainly uses the method of model test to study the ultimate uplift bearing characteristics of a single pile with different length-to-diameter ratios, mainly from the distribution laws of the uplift bearing capacity of the pile, the axial force ...
Huang Liuqing +4 more
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Yantu gongcheng xuebao, 2019 Based on the self-developed multi-directional load system for piles a series of model tests are carried out to study the behaviors of compressive and uplift loaded piles in expansive soils with two states of optimal water content and full saturation. The
ZHANG Ming-yuan 1, 2, WANG Cheng 1, 2, QIAN Jian-gu 1,2
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A case study on the bearing characteristics of a bottom uplift pile in a layered foundation
Scientific Reports, 2022 The bottom uplift pile, which has been applied in practical projects, has the following advantages: the pile body is not easy to crack, good bearing characteristics, and small displacement of the pile top. Based on the bearing capacity test of foundation
Laping He +7 more
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Screw pile design optimisation under tension in sand [PDF]
, 2019 Many applications in offshore engineering, such as floating or jacket-founded wind turbines or wave energy converters, require a significant uplift capacity of their foundations to be kept in place.
Brown, Michael +4 more
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Ultimate Capacity Analysis and Determination of the Position of Failure Surface for Uplift Piles [PDF]
Mathematical Problems in Engineering, 2014 Ultimate capacity and failure surface position of uplift piles are dependent on soil parameters. In this paper, the horizontal slice method is used to discuss the relation among the ultimate uplift capacity, the failure surface position, and soil parameters with Mohr‐Coulomb failure criterion.
Qian Su +3 more
openaire +1 more source
Failure model of soil around enlarged base of deep uplift piles [PDF]
, 2012 published_or_final_versio
Qian, QH, Xu, HF, Yue, QZQ
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Modelling helical screw piles in clay and design implications [PDF]
, 2013 Helical screw piles are a popular solution for relatively low-capacity, removable or recyclable foundations supporting road and rail signage or similar light structures.
Black, J.A., Hird, C.C., Stanier, S.A.
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Fire analysis of steel-concrete composite beam with interlayer slip [PDF]
, 2011 The paper discusses the effects of slip and moisture transfer on the behaviour of a planar steel-concrete composite beam subject to fire conditions.
Hozjan, Tomaž +3 more
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Yantu gongcheng xuebao, 2021 In order to investigate the compression and uplift bearing capacity of micropiles in collapsible loess, a method for loess prewetting under completely soaked and saturated conditions is firstly designed.
SHENG Ming-qiang 1, QIAN Zeng-zhen 2, YANG Wen-zhi 2, 3, LU Xian-long 3
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