Boundary Element Analysis of Capped Pile Groups [PDF]
Engineering and Technology Journal, 2009 The boundary element method (BEM) has become one of the most powerfulnumerical techniques which has already established itself within the scientificcommunity.
Kais T. Shlash +2 more
doaj +1 more source
Numerical modelling of perimeter pile groups in clay [PDF]
, 2013 The load distribution among piles in a group varies such that the inner piles often carry a smaller share of the total load compared to the outer piles, which is a result of increased soil–pile interaction.
A.V. Rose +5 more
core +1 more source
Effects of axial loads and soil density on pile group subjected to triangular soil movement [PDF]
, 2017 Laboratory tests have been carried out to investigate the response of 2x2 pile group subjected to triangular soil movement. The pile group was instrumented with displacement and tilting devices at the pile cap and strain gauges on two piles of the group.
Al-Abboodi, I, Toma-Sabbagh, TM
core +1 more source
Interaction of piled foundation with a rupturing normal fault [PDF]
, 2013 Post-seismic observations in the 1999 Kocaeli earthquake in Turkey have indicated that piled foundations may be less suitable than stiff mat foundations in defending a structure against a major normal fault rupturing underneath.
A. TSATSIS +13 more
core +3 more sources
Influences of Pile Group Effects on Wave Forces on an Offshore Bridge Pile-Cap Foundation
Challenges, 2017 In this study, a three-dimensional numerical model for a pile-cap system of an offshore bridge is developed to examine the pile group effect on wave force of pile with different arrangements of the pile group with a pile-cap system. In the present model,
Baoshan Xiang +4 more
doaj +1 more source
Bio-Inspired Amphiphilic Block-Copolymers Based on Synthetic Glycopolymer and Poly(Amino Acid) as Potential Drug Delivery Systems [PDF]
, 2020 In this work, a method to prepare hybrid amphiphilic block copolymers consisting of biocompatible synthetic glycopolymer with non-degradable backbone and biodegradable poly(amino acid) (PAA) was developed.
Dobrodumov, Anatoliy +10 more
core +1 more source
Working Mechanism of Pile Group with Different Pile Spacing in Dense Sand
Advances in Civil Engineering, 2019 Complex interaction mechanism exists between the pile group and soil. To realize the pile-soil load transmission mechanism in detail, the failure pattern of pile groups installed in dense sand considering different pile spacing was investigated by means ...
Yadong Chen +3 more
doaj +1 more source
Set-up effects of piles in sand tested in the centrifuge [PDF]
, 2014 The bearing capacity of piles increases over time. Research has shown that this is caused by an increase in shaft friction combined with a constant or only slightly increasing base capacity.
Bezuijen, Adam +4 more
core +2 more sources
In situ mortality experiments with juvenile sea bass (Dicentrarchus labrax) in relation to impulsive sound levels caused by pile driving of windmill foundations [PDF]
, 2014 Impact assessments of offshore wind farm installations and operations on the marine fauna are performed in many countries. Yet, only limited quantitative data on the physiological impact of impulsive sounds on (juvenile) fishes during pile driving of ...
Bajek, Aline +9 more
core +3 more sources
Experimental Study on the Force Characteristics of Superlong Pile Groups in Silty Sand
Advances in Civil Engineering, 2022 Laboratory model testing of single pile and superlong pile groups in saturated silty sand was conducted to investigate the response and bearing behavior of superlong pile groups with a high or low cap under vertical loads. The load transfer mechanism and
Yonghui Li +3 more
doaj +1 more source