Results 31 to 40 of about 2,232,082 (389)
Centrifuge modeling offers a viable tool for research in the soil-pile interaction, but this technique has not been used for helical piles in cohesive soils.
Weidong Li +2 more
doaj +1 more source
This article is dedicated to addressing the current challenge of augmenting the load-bearingcapability of pile foundations. This predicament is most effectively addressed by employing piles with unconventional geometries along with atypical methodologies
Bekbasarov Isabai +2 more
doaj +1 more source
Axial bearing capacity of helical piles in moist and saturated conditions using frustum confining vessel (FCV) [PDF]
Due to the increasing demand in construction and use of different types of piles on the one hand and the high cost of conducting large-scale tests on different types of piles, on the other hand, new methods have been proposed to study the behavior of ...
Ali Jassim +2 more
doaj +1 more source
Bridge distress caused by approach embankment settlement [PDF]
Surtees Bridge, which carries the A66(T) over the River Tees near Thornaby-on-Tees in the UK, has been showing signs of distress that predate its opening in 1981.
Allied Exploration and Geotechnics Limited +20 more
core +1 more source
Theoretical and actual bearing capacity of driven piles using model piles in sand [PDF]
In general, increasing of penetration rate may result in an increased of pile capacity. Occasionally, there were differences between theoretical and actual bearing capacity of the piles. Rate of penetration of pile influenced the pile bearing capacity.
Mangi, Sajjad Ali +4 more
core +2 more sources
Response of vertically-loaded pile in spatially-variable cement-treated soil.
Despite the extensive application prospects of piles in cement-treated soil, few studies have explored the ultimate bearing capacity especially in consideration of the spatial variability of cement-treated soil.
Tianyue Wu +4 more
doaj +2 more sources
Evaluation of actual creep length under heading up structures aprons
In this paper a 2D finite element model (SEEP 2D) is implemented to study the actual head loss along the sheet piles fixed at the ends of an apron of a heading up structure. Different scenarios for the thickness of the pervious layer under the apron, the
Mohamed A. El Molla +2 more
doaj +3 more sources
Prebored grouted planted piles can effectively utilize strengthes of precast pile shafts. To clarify the influence of different construction techniques on the load transfer mechanism of composite piles, this study conducted full-scale static load tests ...
WANG Weidong1, 2 , YANG Yu1, WU Jiangbin1, 2 , MENG Wang1, 2, QIAN Jiangu1, LIN Cheng3
doaj +1 more source
Field Tests to Investigate the Penetration Rate of Piles Driven by Vibratory Installation
Factors directly affecting the penetration rate of piles installed by vibratory driving technique are summarized and classified into seven aspects which are driving force, resistance, vibratory amplitude, energy consumption, speeding up at the beginning,
Zhaohui Qin +3 more
doaj +1 more source
Developing new optimization algorithms and data mining has improved traditional engineering structural analysis models (meaning basically swarm-based solutions). Additionally, an accurate quantification of in situ friction capacity (ISFC) of driven piles
Mohammed A. Mu’azu
doaj +1 more source

