Results 21 to 30 of about 2,365,376 (295)

Dynamic response characteristics of an offshore, wind-power monopile foundation in heterogeneous soil

open access: yes工程科学学报, 2021
Wind energy is a new kind of inexhaustible energy. It is gradually replacing the traditional energy as its pollution-free and renewable. China has a long coastline, abundant offshore resources, and vast offshore space.
De-sen KONG   +3 more
doaj   +1 more source

The Development and Testing of an Instrumented Open-Ended Model Pile [PDF]

open access: yes, 2012
This paper describes the development of a model instrumented open-ended (pipe) pile. The importance of model geometry and separating the shaft, annular and plug load, and horizontal effective stresses is discussed.
Igoe, David   +2 more
core   +1 more source

Relating the maximum radial stress on pile shaft to pile base resistance [PDF]

open access: yesGéotechnique, 2011
An approximate analytic relationship is developed between the maximum radial stress on the shaft of a displacement pile in sand and the base resistance of the pile. Using the cavity expansion analogy, together with a confined failure mechanism, the ratio between the two quantities, defined as a factor St, is established as a function of the friction ...
Yang, J, Mu, F
openaire   +3 more sources

Analysis of a rapid load test on an instrumented bored pile in clay [PDF]

open access: yes, 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
core   +1 more source

Experimental and theoretical research on large-diameter rock-socketed pile embedded depth [PDF]

open access: yesArchives of Civil Engineering, 2021
A theoretical formula for large-diameter rock-socket depth is developed to support pail embedding in a large bridge pile foundation project. There is a horizontal additional stress concentration at the place where the soil around the rock-socketed pile ...
Yanfeng F. Li   +3 more
doaj   +1 more source

In-situ tests and thermo-mechanical bearing characteristics of friction geothermal energy piles

open access: yesYantu gongcheng xuebao, 2017
Geothermal energy pile is the new pile technology that combines the ground source heat pump technology and building pile foundation. Due to the pile as the heat transfer carrier of ground source heat pumps, the bearing characteristics of energy piles are
LU Hong-wei 2, JIANG Gang 1, WANG Hao 1, HONG Xin 3, SHI Chun-le 4, GONG Hong-wei 5, LIU Wei-qing 2
doaj   +1 more source

Performance analysis of a jacked-in single pile and pile group in saturated clay ground

open access: yesSoils and Foundations, 2022
When a pile is installed into saturated clay ground, the “setup” effect may occur due to ground consolidation, which changes pile performance. Although this phenomenon has been observed both in the field and laboratory, its numerical simulation is still ...
Lua Thi Hoang   +3 more
doaj   +1 more source

Development Bearing Capacity of Piles Embedded in Clayey Soil [PDF]

open access: yesEngineering and Technology Journal, 2018
The load carrying capacity of piles resulting from base resistance and shaft resistance, the load transfer mechanism of piles is complicated since the mode of failure of these components is different in addition to the effect of pile installation on the ...
Awf Al-Kaisi   +2 more
doaj   +1 more source

A review of CPT based axial pile design in the Netherlands

open access: yesUnderground Space, 2021
Because of the deltaic nature of the Netherlands, deep soft soil deposits are widespread. Due to the population density exploitation of underground space is vital for commercial developments and transport networks.
Kenneth Gavin   +2 more
doaj   +1 more source

An investigation of correlation factors linking footing resistance on sand with cone penetration test results [PDF]

open access: yes, 2012
Significant research effort has led to improvements in our ability to estimate the ultimate bearing resistance of footings in sand. These techniques often estimate the footing resistance at relatively large displacements, typically 10% of the footing ...
Gavin, Kenneth, Tolooiyan, Ali
core   +1 more source

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