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Prediction of Rut Depth in Soil Caused by Wheels Using Artificial Neural Networks [PDF]

open access: yesJournal of Agricultural Machinery
Introduction The formation of ruts induced by vehicle traffic poses a significant challenge for agricultural soils due to soil compaction both at the surface and deeper layers. This phenomenon compromises vehicle performance increases energy consumption,
N. Farhadi   +3 more
doaj   +1 more source

Vertical facing panel-joint gap analysis for steel-seinforced soil walls [PDF]

open access: yes, 2016
This paper reports the results of a numerical parametric study focused on the prediction of vertical load distribution and vertical gap compression between precast concrete facing panel units in steel-reinforced soil walls ranging in height from 6 to 24 ...
Bathurst, Richard   +3 more
core   +2 more sources

The effect of military load carriage on ground reaction forces [PDF]

open access: yes, 2007
Load carriage is an inevitable part of military life both during training and operations. Loads carried are frequently as high as 60% bodyweight, and this increases injury risk. In the military, load is carried in a backpack (also referred to as a Bergen)
Birrell, Stewart A.   +2 more
core   +1 more source

Influence of Vertical Load on the Lateral Response of Piles in Normally Consolidated and Over-Consolidated Clay: Centrifuge and Numerical Modelling

open access: yesFrontiers in Physics, 2022
Although pile foundations are usually subjected to both lateral and vertical loads, there have been few studies on the pile response under the combined loadings.
Tao Liu, Yongqing Lai, Ben He, Na Lv
doaj   +1 more source

A kinetic comparison of back-loading and head-loading in Xhosa women [PDF]

open access: yes, 2011
The purpose of this study was to compare the kinetic responses associated with ground reaction force measurements to both head-loading and back-loading in a group of Xhosa women. Altogether, 16 women were divided into two groups based on their experience
Cooke, Carlton   +3 more
core   +3 more sources

Modified lateral confined swelling tests on expansive soils

open access: yesYantu gongcheng xuebao, 2018
In order to measure the vertical swelling ratio and lateral swelling pressure under different vertical loading and confined conditions during soaking, the conventional confined swelling test apparatus and method are modified to ensure the consistency of ...
ZHANG Rui 1,2, ZHANG Bo-ya 2, ZHENG Jian-long 1,2, LIU Zheng-nan 2
doaj   +1 more source

Assessment of stress distribution around dental implants based on the all-on-four treatment concept using finite element analysis

open access: yesJournal of Pharmacy and Bioallied Sciences, 2023
The present study was conducted to assess stress distribution around dental implants based on the all-on-four treatment concept. The finite element analysis (FEA) models comprised cancellous bone covered with cortical bone.
Shreedevi Bhoi   +6 more
doaj   +1 more source

Attenuation Zones of Two-Dimensional Periodic Foundations Including the Effect of Vertical Loads

open access: yesApplied Sciences, 2019
Periodic foundations for seismic isolation are getting increasing attention in the field of civil engineering. Initial stresses due to the vertical loads from the upper structures exist in periodic foundations.
Xinnan Liu, Yihe Wang, Yingchun Chen
doaj   +1 more source

The Performance of Bamboo Truss with Gapit Form Under Vertical Loads Authors

open access: yesDimensi: Journal of Architecture and Built Environment, 2023
The connection in bamboo construction is frequently the weakest point. This research discusses the performance of the gapit form on bamboo truss that effectively optimises the bamboo's inherent strength and can sustain vertical loads.
Amelia Shafa Kartika   +1 more
doaj   +1 more source

Photoelastic stress analysis under unconventional loading [PDF]

open access: yes, 2007
This paper presents use of conventional photoelastic techniques under unconventional loading situations to evaluate their efficacy in sensing applications.
Dubey, Venketesh N.   +1 more
core   +1 more source

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