Results 11 to 20 of about 2,671,300 (345)
Numerical analysis of crack propagation in a pull-out test
This paper describes the computer analysis of the pull-out test for determining the force needed to pull out a rock fragment, and the shape of this fractured fragment. The material analysed is sandstone.
Gontarz Jakub, Podgórski Jerzy
doaj +2 more sources
Experimental study of yarn friction slip and fabric shear deformation in yarn pull-out test [PDF]
Single yarn pull-out test is a model experiment method to research the mechanical properties of fabric under impact. This study aims to understand the yarn pull-out mechanism and fabric shear deformation behavior of Kevlar 49 plain fabric by using the ...
R. Bai +7 more
semanticscholar +2 more sources
Fiber pull-out test and single fiber fragmentation test - analysis and modelling [PDF]
A mathematical model is developed for the analysis of the fiber debonding phase of a pull-out experiment where the matrix is supported at the same end as the fiber is loaded in tension. The mechanical properties of the fiber/matrix are described in terms
B. F. Sørensen, H. Lilholt
semanticscholar +2 more sources
Investigation of the adherence between clay blocks and grouts
This study aims to evaluate the adherence between clay blocks and grouts. For this purpose, push-out and pull-out tests were performed to assess the adherence presented by different combinations of five types of clay blocks and two types of grouts.
Gustavo Sipp, Guilherme Aris Parsekian
doaj +1 more source
In order to reveal the influence of the pull-out rate on the load-bearing properties of the coal–rock combined anchor body, the mechanical properties and failure characteristics of a coal–rock combined anchor body under different pull-out rates (10, 20 ...
Pandong Zhang +8 more
doaj +1 more source
Field Pull-Out Tests of Percussion Driven Earth Anchors (PDEAs)
Percussion driven earth anchors (PDEAs) are driven into soils using an installation steel hammer rod. PDEAs are relatively easy to install and have gained wide applications recently.
Natnael Tilahun Asfaw +5 more
doaj +1 more source
Experimental model was done for pile model of L / D = 25 installed into a laminar shear box contains different saturation soil densities (loose and dense sand) to evaluate the variation of pore water pressure before and after apply seismic loading.
Haider N. Abdul Hussein +2 more
doaj +1 more source
Influence of Strengthened Node Arrangement on Pull-Out Characteristics of Biaxial Geogrid
With the development of the geotechnical reinforcement technology, the form of reinforcing materials tends to be three-dimensional. Strengthened blocks of a certain thickness are attached to the joints of the longitudinal and transverse ribs of an ...
ZHANG Mengxi, MA Yuan, QIU Chengchun
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Pull-out test results between geotextiles and tailings.
Pull-out test results between geotextiles and tailings.
Fu Yi (11014577) +4 more
core +1 more source

