Results 51 to 60 of about 23,992 (349)
Analysis on Laterally Loaded Group Piles by Plaxis 3D Foundation
ComTech, 2011 It has been known that a group pile lateral capacity is smaller than the sum of each pile capacity composing the group. A reduction factor, also known as efficiency factor, is required to determine the effective lateral capacity of group piles.
Sri Dewi, Gouw Tjie Liong
doaj +1 more source
Journal of Marine Science and Engineering, 2020 Pile foundation is one of the common foundation forms in marine geotechnical engineering, especially in wind power engineering. Its operation safety is seriously affected by many uncertainties, such as the randomness of ground motion in intensity and ...
Min Xiong, Yu Huang
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Nonlinear analysis of single model piles subjected to lateral load in sloping ground [PDF]
Uncertainty associated due to soil-pile interface and unreliable assessment of the pile bearing capacity constructed in sloping ground have been cited as barriers to the wide utilizations of the deep foundations in sloping ground.
Al Khaddar, RM +3 more
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Advanced Engineering Materials, EarlyView.Freeze‐drying of layered silicate is the key to get coatings with superior gas barrier. Freeze‐drying of layered silicates modified with dodecylamine (DDA) is a highly effective technique for the preparation of barrier pigments that significantly mitigate the permeation of oxygen, water vapor, and hydrogen through polymer films containing these ...
Joshua Lommes +4 more
wiley +1 more source
Lateral capacity and deformations of vertical piles loaded by horizontal forces [PDF]
Građevinski Materijali i Konstrukcije, 2018 Pile foundations are frequently loaded by horizontal forces. In such cases, it is important to calculate lateral capacity of vertical piles. It is governed by the strength of the surrounding soil i.e. geotechnical capacity or pile strength parameters i.e.
Ćorić Slobodan +3 more
doaj
Buildings, 2023 This research investigates the effects of torsional moments on the mechanical behavior of thin-walled open-ended vertical pile foundations subjected to lateral wind loads. The aim of this research is to determine and quantify the errors using traditional
José Antonio Pérez +3 more
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Frozen Soil Lateral Resistance for the Seismic Design of Highway Bridge Foundations [PDF]
, 2012 INE/AUTC 12 ...
Ge, Xiaoxuan +3 more
core
Process‐Informed Analysis of As‐Built Metal Additive Surface Features
Advanced Engineering Materials, EarlyView.This article introduces a novel method for feature‐based surface texture characterisation directly incorporating manufacturing variables into the feature extraction workflow. This marks a major step towards identifying process‐specific surface properties and their influence on part function and hence a holistic understanding of process–structure ...
Theresa Buchenau +5 more
wiley +1 more source
Finite-element modelling of laterally loaded piles in a dense marine sand at Dunkirk
Geotechnique, 2020 The paper presents the development of a three-dimensional finite-element model for pile tests in dense Dunkirk sand, conducted as part of the PISA project.
D. Taborda +10 more
semanticscholar +1 more source
Elinvar Materials: Recent Progress and Challenges
Advanced Engineering Materials, EarlyView.Elinvar materials, exhibiting temperature‐invariant elastic modulus, are critical for precision instruments and emerging technologies. This article reviews recent progress in the field, with a focus on the anomalous thermoelastic behavior observed in key material systems.
Wenjie Li, Yang Ren
wiley +1 more source