Results 21 to 30 of about 14,588,988 (348)
Analysis of a rapid load test on an instrumented bored pile in clay [PDF]
, 2006 Rapid load testing methods for piled foundations are generally easier and quicker to mobilise than classic static tests, and are less complex to analyse than dynamic load tests.
Brown, M. J.; id_orcid +2 more
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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
The thermal behaviour of three different auger pressure grouted piles used as heat exchangers [PDF]
, 2014 Three auger pressure grouted (APG) test piles were constructed at a site in Richmond, Texas. The piles were each equipped with two U-loops of heat transfer pipes so that they could function as pile heat exchangers.
Brettmann, T +11 more
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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
Journal of Marine Science and Engineering, 2023 A new stiffened composite pipe pile was developed for improving the foundation of reclaimed ground in ocean engineering. To study the bearing capacity of the stiffened composite pipe pile group, a combination of field test and finite element method was ...
Xiaohua Bao +5 more
doaj +1 more source
Yantu gongcheng xuebao, 2023 The pile group is the main form of nuclear island structure in non-bedrock site. As the structure of the nuclear island has a large mass, large stiffness and concentrated mass distribution, the piles will have a high axial compression ratio. To study the
LI Bin 1, 2, JING Liping 1, 2, 3, WANG Yougang 4, TU Jian 4, QI Wenhao 1, 2
doaj +1 more source
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
Evaluating pile foundation design due to groundwater level lowering
CTU Journal of Innovation and Sustainable DevelopmentIn Viet Nam, ground subsidence has been occurring at an alarming rate, raising concerns for pile foundation design. This issue is primarily caused by excessive groundwater extraction for water supply, irrigation, aquaculture, and other uses.
Vo Ai Mi Nguyen +3 more
doaj +3 more sources
Applied Sciences, 2022 This paper is based on a shaking table test of 2 × 2 straight pile groups and 2 × 2 inclined pile groups in non-liquefied sand and saturated sand with different thicknesses.
Yurun Li +4 more
doaj +1 more source
Soil Dynamics and Earthquake EngineeringBearing characteristics and interactions of a pile group are complex. and there is almost no on-site full-scale test data 22 for cemented-soil composite pile group.
Zhiyu Gong +5 more
semanticscholar +1 more source