Results 1 to 10 of about 13,437 (268)
A Method for Estimating Immediate Settlement of Piles and Pile Groups
Soils and Foundations, 1987 ABSTRACT In this study we examine a method based on Mindlin’s solution in order to estimate the load-settlement behavior of piles and pile groups for rational design of pile foundations. First, the theoretical aspects of the previous method proposed by Poulos and other investigators are briefly presented.
YAMASHITA, KIYOSHI +2 more
openaire +2 more sources
Field tests on dynamic response of pile foundation under excitating loads
Yantu gongcheng xuebao, 2023 To study the bearing characteristics of single pile and pile groups under horizontally and vertically excitating dynamic loads, a dynamic test plan is designed for single pile, two piles, three piles and four piles in multi-layer soil under horizontally ...
CAO Xiaolin 1, 2, ZHOU Fengxi 1, 2, DAI Guoliang 3, GONG Weiming 3
doaj +1 more source
Journal of Marine Science and EngineeringWave-induced forces pose significant challenges to marine structures, especially pile groups, where cap structures and pile spacings play critical roles in load distribution and structural stability.
Wanshui Han +6 more
doaj +1 more source
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
Soils and Foundations, 2022 Pile groups are traditionally designed with similar piles in length, diameter, and property. However dissimilar piles may occur in the cases of foundation reuse and economical building design.
Ming Cao, Annan Zhou
doaj +1 more source
Study on vertical vibration characteristics of single and group friction piles in multi-layered soil
Yantu gongcheng xuebaoTo study the vertical vibration characteristics of single and group friction piles in multi-layered soil, a series of field vertical pile foundation dynamic tests are carried out, a vertical calculation model of friction single pile and pile group in ...
CAO Xiaolin 1, 3 , ZHOU Fengxi 1 , DAI Guoliang 2, LIANG Yuwang 1, WANG Liye 1
doaj +1 more source
Applied Sciences, 2023 The pile groups support large foundation structures which often experience cyclic torsional loads. Several theoretical and experimental investigations were carried out on pile groups under axial and lateral cyclic loads; however, the study of the ...
Sagar Mehra, Ashutosh Trivedi
doaj +1 more source
Energy Science & EngineeringThe spiral heat exchanger of the energy pile groups is divided into multiple segments. Each heat exchanger segment is regarded as a three‐dimensional spiral heat source of finite length.
Wang Dai +3 more
doaj +1 more source
BuildingsBy designing and conducting indoor model tests on single piles and 2 × 2 pile groups under four working conditions—underlying cave, overlying cave, pile penetrating underlying cave, and beaded caves—the failure mode of the roof was explored, and its ...
Xinquan Wang +5 more
doaj +1 more source
Vertical dynamic impedance of pile groups considering topographic effects
Yantu gongcheng xuebaoIn this study, the theoretical equations for vertical impedance for single piles are deduced based on the Hamilton's principle. The reasonable method for calculating the pile-to-pile interaction is proposed considering the vibration difference with ...
QU Liming 1 , LI Xiong 1, DING Xuanming 2, YANG Changwei 3, LIAO Xin 1, CHEN Zhiliang 1
doaj +1 more source