Results 1 to 10 of about 683,357 (240)

Effect of Allowable Vertical Load and Length/Diameter Ratio (L/D) on Behavior of Pile Group Subjected to Torsion

open access: yesJournal of Engineering, 2023
Some structures such as tall buildings, offshore platforms, and bridge bents are subjected to lateral loads of considerable magnitude due to wind and wave actions, ship impacts, or high-speed vehicles.
Bushra Suhail Albusoda   +1 more
doaj   +1 more source

The vertical capacity of grillage foundations [PDF]

open access: yes, 2011
Grillage foundations may provide an economical alternative to offshore ‘mudmat' foundations for seabed infrastructure, owing to their improved hydrodynamic characteristics, which are important during installation.
Bransby, M.F.   +3 more
core   +3 more sources

Behaviour of micropiles in heterogeneous coarse soils [PDF]

open access: yes, 2016
This paper reports on an experimental investigation on the behaviour of small-diameter piles, commonly referred to as micropiles. This particular type of deep foundation is frequently used in many barely accessible Italian mountainous areas, often ...
Bellato, Diego   +3 more
core   +1 more source

Effects of aspect ratios and vertical loads on in-plane seismic behavior of unreinforced masonry walls: A numerical simulation.

open access: yesPLoS ONE, 2023
The in-plane seismic behavior of unreinforced masonry (URM) structures is closely related to the aspect ratio of the wall and vertical load. The purpose of this study was to investigate the difference between the failure mode of the model and the ...
Yukun Hu, Pengfei Ma, Jitao Yao
doaj   +2 more sources

Neuromuscular Load in Professional Women’s Handball: Segmentation of the Player Load and the Impacts at Group and Individual Level

open access: yesSensors
Handball is a team sport characterised by physical interaction with other opponents. This interaction produces a high load on the players that can manifest itself in various ways, from discomfort to prolonged injuries due to tears caused by excessive ...
Antonio Antúnez   +3 more
doaj   +1 more source

Evaluation of Changes in Soil Compaction Due to the Passage of Combine Harvester

open access: yesActa Universitatis Agriculturae et Silviculturae Mendelianae Brunensis, 2016
This paper concerns the results of changes in soil compaction after the passages of combine harvester. The research was done on the maize-stubble; the soil was the mold formed in the sand.
Martin Svoboda   +2 more
doaj   +1 more source

Capacity of grillage foundations under horizontal loading [PDF]

open access: yes, 2012
Grillage foundations are an alternative to solid surface mudmats for supporting seabed infrastructure, offering improved hydrodynamic performance and savings in foundation material.
Bransby, M. F.   +10 more
core   +3 more sources

The impact of the variation in vertical load and the presence of openings on the mechanical response of masonry walls [PDF]

open access: yesE3S Web of Conferences
This article aims to analyse the mechanical response of masonry walls under cyclic loading using the finite element method with Abaqus software. The proposed model has been validated using available numerical and experimental results.
Khanfri Chaimae   +4 more
doaj   +1 more source

Osterberg method of testing high capacity bored-piles [PDF]

open access: yesСтроительство уникальных зданий и сооружений, 2014
It is obvious that for high-rise building construction there should be added additional requirements not only for designing, but also for organization and technology for foundations and underground parts of the building. Only qualitative calculations
Dmitry Evgenjevich Kolomiytsev   +1 more
doaj  

The Study of Geomechanical Condition of Unstable Rocks in the Vicinity of Mine Working Junctions

open access: yesГорные науки и технологии, 2019
The relevance of research of material strain nature based on physical models equivalent to rocks is substantiated. To identify the dependencies and mechanism of unstable rock strain in the vicinity of mine working junctions, an experimental technique has
V. V. Basov
doaj   +1 more source

Home - About - Disclaimer - Privacy