Results 31 to 40 of about 18,231 (303)
Long-term evolution of highly alkaline steel slag drainage waters [PDF]
© 2015, Springer International Publishing Switzerland. The disposal of slag generated by the steel industry can have negative consequences upon the surrounding aquatic environment by the generation of high pH waters, leaching of potentially problematic ...
Mayes, William M., Riley, Alex L.
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Finite-element analysis of a piled embankment with reinforcement and subsoil [PDF]
In 2014, the authors of this paper considered predictions of reinforcement tension in a piled embankment from British standard BS 8006 published in 2010 and the 2012 amended version, and compared the results with finite-element model predictions.
Ellis, EA, Zhuang, Y
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Anti-slide piles are widely used for landslide mitigation, providing an effective engineering solution for slope protection. A critical factor in the design and performance of these structures is the soil arching effect, which arises from the interaction
Chunmei Zhou +3 more
doaj +1 more source
Study on Shielding Effect of the Pile Group in a Soft-Soil Foundation
Pile groups are frequently employed to reinforce soft soil foundations, while the piling process frequently disturbs the adjacent foundation. The shielding effect, which prevents the transmission of disturbances from pile installation, is indispensable ...
Chengyuan Lin +5 more
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Study on Load Transfer Mechanism of Pile-Supported Embankment Based on Response Surface Method
Based on the improved three-dimensional finite element model, this paper studies the load transfer mechanism of pile-supported reinforced embankments. The model uses an elastic medium to replace the soft soil subgrade, which reduces the calculation depth
Xin Wang +3 more
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Effect of interparticle behavior on the development of soil arching in soil-structure interaction
Abstract Direct shear tests have been commonly used to study the frictional stresses during pipe-jacking. Particle angularity and mineralogy will influence the shear strength with apparent cohesion contributing to the arching effect during soil-structure interaction via pipe-jacking.
Peerun, MI +3 more
openaire +2 more sources
Design of cylindrical plastic pipe linings to resist buckling due to collapse pressures [PDF]
Flexible (non-bonded) polymeric sewer linings are used extensively to renovate both gravity and pressure pipes. Linings for both types of pipe are subject to collapse pressures, and in the case of gravity pipes this is the dominant source of loading ...
Boot, John C.
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This study presents a detailed investigation into the soil arching effects within deep foundation pits (DFPs), focusing on their mechanical behavior and implications for structural design.
Qianwei Xu +5 more
doaj +1 more source
Pile penetration in crushable soils:Insights from micromechanical modelling [PDF]
A 3D discrete element model (DEM) was used to simulate calibration chamber experiments of a cone shaped tip pile penetrating into crushable granular media. Both monotonic and cyclic jacking are considered.
Ciantia, Matteo +2 more
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Experimental and numerical study on the soil arching effect caused by deep-buried shield tunneling
The soil arching effect induced by deep-buried shield tunneling strongly influenced the ground stress and displacement. Therefore, revealing the evolution mechanism of the soil arching effect is a prerequisite for accurately predicting the tunnel load ...
Xu Song +6 more
doaj +1 more source

