Results 31 to 40 of about 43,676 (287)

Adaptive Optimization Method for Piled Raft Foundations Based on Variable Pile Spacing

open access: yesApplied Sciences, 2023
Stricter control of the differential settlement is always required in important buildings more than in ordinary buildings. It becomes a necessity to find a simple and efficient optimum design method for pile foundations in terms of performance and economy.
Chenyang Yuan, Yunfei Xie, Mang Ou
openaire   +2 more sources

Stability of a granular layer on an inclined "fakir plane" [PDF]

open access: yes, 2012
We present here experimental results on the effect of a forest of cylinder obstacles (nails) on the stability of a granular layer over a rough incline, in a so-called "fakir plane" configuration.
Benito, Jesica   +3 more
core   +3 more sources

Depinning transition of dislocation assemblies: pileup and low-angle grain boundary [PDF]

open access: yes, 2003
We investigate the depinning transition occurring in dislocation assemblies. In particular, we consider the cases of regularly spaced pileups and low angle grain boundaries interacting with a disordered stress landscape provided by solute atoms, or by ...
A. I. Lar’kin   +28 more
core   +6 more sources

Numerical Analysis of the Factors Affecting the Anti-Slide Pile Design

open access: yesEngineering Transactions, 2017
The use of anti-slide piles is one of the most important landslide remediation methods, and it is widely used in practical engineering. Anti-slide pile design elements include pile plane position and spacing, the anchorage depth, and pile cross-sectional
Yi TANG   +4 more
doaj   +1 more source

The Peierls--Nabarro FE model in two-phase microstructures -- a comparison with atomistics

open access: yes, 2020
This paper evaluates qualitatively as well as quantitatively the accuracy of a recently proposed Peierls--Nabarro Finite Element (PN-FE) model for dislocations by a direct comparison with an equivalent molecular statics simulation.
Bormann, F.   +3 more
core   +1 more source

Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil Foundation

open access: yesRenmin Zhujiang, 2021
In order to study the influence of anti-slide pile layout on the anti-slide stability of the embankment reconstruction work on soft soil foundation,taking the Xindian section of Fenghua River embankment in Ningbo as the research object,this paper ...
YU Minlin
doaj  

A multi-phase field model of planar dislocation networks [PDF]

open access: yes, 2004
In this paper we extend the phase-field model of crystallographic slip of Ortiz (1999 J. Appl. Mech. ASME 66 289–98) and Koslowski et al (2001 J. Mech. Phys.
Koslowski, M., Ortiz, M.
core   +1 more source

Prediction of vertical bearing capacity of waveform micropile [PDF]

open access: yes, 2019
This study proposes a predictive equation for bearing capacity considering the behaviour characteristics of a waveform micropile that can enhance the bearing capacity of a conventional micropile.
Han, J.-T.   +3 more
core   +1 more source

Numerical Analysis of the End-Suspended Pile and the Rock-Socketed Pile Bearing Capacity of a Soil-Rock Composite Foundation Pit

open access: yesAdvances in Civil Engineering, 2022
The bearing capacity of the rock-socketed part of the end-suspended pile and rock-socketed pile was investigated. Numerical models have been partially established with half of the pile and half of the pile space to simplify the model and reduce the ...
Xiaobo Xing   +5 more
doaj   +1 more source

Research on the reasonable pile spacing of micro pile composite soil nailing

open access: yesIOP Conference Series: Earth and Environmental Science, 2017
Through the numerical simulation software FLAC3D, study on the synergetic effect of micro pile composite soil nailing will be studied. By adjusting the micro pile spacing and analysing the displacement field and stress field of soil, we can find that supporting effect of the soil nail hasn't work yet when the micro pile spacing is 2D.
Jun yan Liu, Yan Liu, Xiang hua Song
openaire   +1 more source

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