Results 11 to 20 of about 15,600,345 (296)

Influence of Strengthened Node Arrangement on Pull-Out Characteristics of Biaxial Geogrid

open access: yesShanghai Jiaotong Daxue xuebao, 2020
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
doaj   +1 more source

Field Pull-Out Tests of Percussion Driven Earth Anchors (PDEAs)

open access: yesApplied Sciences, 2023
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

Effect of Seismic Loading on Variation of Pore Water Pressure During Pile Pull-Out Tests in Sandy Soils

open access: yesJournal of Engineering, 2021
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

Pull-out test device.

open access: yes, 2022
Pull-out test device.
Fu Yi (11014577)   +4 more
core   +1 more source

Pull-out test results between geotextiles and tailings.

open access: yes, 2022
Pull-out test results between geotextiles and tailings.
Fu Yi (11014577)   +4 more
core   +1 more source

Test-retest reliability of isometric mid-thigh pull maximum strength assessment: a systematic review [PDF]

open access: yes, 2021
The aim of this systematic review was to explore the test-retest reliability of isometric mid-thigh pull maximum strength assessment. We searched through five databases to find studies that examined the testretest reliability of peak force in the ...
Pedisic, Zeljko   +3 more
core   +4 more sources

Evaluation of Pull-out Resistance of Geomembrane in Soil by Pull-out Test

open access: yesProceedings of geotextile symposium, 1994
The profile section of geomembrane-lined reservoirs was the liner coming up from the bottom of the pit, covering the side slopes, then running over the top a short distance. With regard to the stability of the running over, at the case of geomembrance runout only and no ancher trench at all, an exact knowledge of the interaction between geomembrane and
Iwasaki, Komei, Hirai, Takao
openaire   +2 more sources

Evaluation of Pull-out Resistance of Geo-grid in Soil by Pull-out Test

open access: yesProceedings of geotextile symposium, 1989
The most common test used to measure the interaction between soil and geo-grid is the pull-out test. The distribution of pull-out resistance of geo-grid in soil, however, is not uniform. The test results obtained with pull-out tests are affected considerably by the non-uniformity.This paper attempts to investigate a suitable method by which can obtain ...
Sakai, A.   +6 more
openaire   +3 more sources

Graz Reading Comprehension Test

open access: yes, 2023
Der GraLeV ist ein Verfahren zur Messung des Leseverständnisses (auf Wort-, Satz- und Textebene) von Kindern der dritten und vierten Schulstufe. Er besteht aus 4 Subtests mit insgesamt 38 Itemsets. Der GraLeV weist eine interne Konsistenz von Cronbachs α
Riedl, S.   +4 more
core   +1 more source

A parametric analysis of damage evolution for pull-out of a rigid fiber from an elastomer matrix

open access: yesJournal of Materials Research and Technology, 2020
The structures composed by metal fiber and auxiliary elastomer are stretchable and have potential application under larger strain. Nowadays, interfacial failure is still the key problem affecting practicability of the structures.
Mengzhou Chang   +6 more
doaj   +1 more source

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