Results 51 to 60 of about 234 (82)

The Influence of Pile Shape and Pile Sleeves on Lateral Load Resistance [PDF]

, 2016
The lateral resistance of pile foundations is typically based on the performance of round piles even though other pile types are used. Due to lack of data there is a certain level of uncertainty when designing pile foundations other than round piles for ...
Russell, Dalin Newell
core   +1 more source

Numerical investigation of the effects of excavation on piled embankments under static loading conditions. [PDF]

Sci Rep
Soomro MA, Xu T, Romanov S, Gulvanskii V, Kaplun D, Bukhari MH.   +5 more
europepmc   +1 more source

A Computational Fluid Dynamics (CFD) Based Assessment of Animal Borne Data Logger Impact [PDF]

Animal borne data loggers are powerful tools that provide researchers with valuable insight into the behaviour and ecology of free-ranging marine animals.
Pass, Christopher
core   +1 more source

Analysis of forces and displacement in floating pile with different analytical methods - A case study of Lilla-Bommen-Marieholm tunnel foundation [PDF]

, 2017
ANTHONY, OKORIE CHIDIEBERE
core   +1 more source

Determining the True Distributions of Load in Instrumented Piles [PDF]

core   +1 more source

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Reduction rate of dragload and downdrag of piles by taper angles

Transactions of Tianjin University, 2016
Taper angle is one of the effective methods to reduce the dragload and downdrag of piles under the surcharge load. The model tests on the tapered pile and uniform cross-section pile embedded in sand were carried out under the surcharge load. The values of dragload and downdrag of piles versus the surcharge loads were measured.
Gangqiang Kong, Liduo Zhou, Huaifeng Peng, Hongwei Gu   +3 more
semanticscholar   +3 more sources

Dragload of pile groups in consolidating non-Darcian clays

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 2018
In the present study, the behaviour of pile groups with flexible cap in consolidating non-Darcian soil is investigated in terms of dragloads and downdrag. The effective stresses and the settlements are computed at different depths of the soil layers using a non-linear, one-dimensional consolidation equation for variable permeability and the non-Darcian
Anumita Mishra, Nihar Ranjan Patra
openaire   +2 more sources

Field Study of Downdrag and Dragload of Bored Piles in Consolidating Ground

Journal of Performance of Constructed Facilities, 2016
AbstractThis paper reports a field study on the downdrag and dragload of two pairs of bored piles installed in consolidating ground in the Zhejiang coastal area, China. During and after the construction of a 2.5-m-high embankment, the dragload and downdrag induced on the four piles, surface and subsurface soil settlement, pore water pressure, and ...
Hong, Yi, Ng, Charles Wang Wai, Chen, Yunmin, Wang, Lizhong, Chan, V. S. Y.   +4 more
openaire   +3 more sources

Loading sequence effects on dragload and downdrag for pile foundation

Transactions of Tianjin University, 2010
Negative skin friction (NSF) is one of the important problems when designing a pile foundation. However, the influence of loading sequence on the dragload and downdrag for pile foundation is seldom studied. In this paper, a three-dimensional numerical model was established using FLAC3D.
Gangqiang Kong, Qing Yang, Maotian Luan
openaire   +2 more sources

Slip effect at the pile–soil interface on dragload

Computers and Geotechnics, 2004
Abstract Negative skin friction is perhaps one of the most common problems in the design of pile foundations in soft soils. The development of dragload on single piles and piles in groups in consolidating ground was investigated from 2D and 3D elasto-plastic numerical analyses.
Jeong, S., Lee, J., Lee, CJ
openaire   +3 more sources