Results 11 to 20 of about 302,038 (201)
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
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
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
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
Influence of geometry on the bearing capacity of sheet piled foundations [PDF]
, 2018 Bored concrete piles are commonly used to support moderate loads from buildings in urban areas. At the end of their 25-30 year lifespan these structures are decommissioned but their foundations are left in place.
Goodey, R.J. +2 more
core +1 more source
Lithosphere, 2022 This note presents an analytical solution to investigate the dynamic behavior of pile groups of embedded rock due to rock burst, which takes into account the interaction between piles. The energy generated by the rock burst propagates through the soil in
Xiaolin Cao +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
Numerical modelling of passively loaded pile groups [PDF]
, 2019 Piled foundations could be affected negatively as a result of passive loadings caused by nearby soil movement-induced activities, and failure of piles could happen in some sever cases. This paper deals with the numerical analysis of passively loaded pile
Al-abboodi, I, Toma-Sabbagh, TM
core +2 more sources