Relevant bibliographies by topics / Pull-out test

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  1. Journal articles

Academic literature on the topic 'Pull-out test'

Author: Grafiati
Published: 4 June 2021
Last updated: 16 June 2025

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Journal articles on the topic "Pull-out test"

1

Popovski, Denis, Mile Partikov, and Damjan Denkovski. "PULL-OUT TEST FOR MECHANICAL ANCHORS." Scientific Journal of Civil Engineering 9, no. 1 (2020): 99–104. http://dx.doi.org/10.55302/sjce2091099p.

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2

Iwasaki, Komei, and Takao Hirai. "Evaluation of Pull-out Resistance of Geomembrane in Soil by Pull-out Test." Proceedings of geotextile symposium 9 (1994): 102–10. http://dx.doi.org/10.5030/jcigsjournal1986.9.102.

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3

Fukushima, S., A. Sakai, H. Shintani, et al. "Evaluation of Pull-out Resistance of Geo-grid in Soil by Pull-out Test." Proceedings of geotextile symposium 4 (1989): 114–18. http://dx.doi.org/10.5030/jcigsjournal1986.4.114.

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4

Sakai, A., S. Fukushima, S. Hayashi, et al. "Evaluation of Pull-out Resistance of Geo-grid in Soil by Pull-out Test." Proceedings of geotextile symposium 4 (1989): 126–32. http://dx.doi.org/10.5030/jcigsjournal1986.4.126.

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5

DOLLAR, ANNA, and KEVIN P. MEADE. "MODELING PULL-OUT TEST OF DENTAL IMPLANTS." Biomedical Engineering: Applications, Basis and Communications 15, no. 04 (2003): 133–42. http://dx.doi.org/10.4015/s1016237203000201.

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Abstract:
The objective of this paper is to investigate bone-implant interface failure using analytical techniques of fracture mechanics. The implant usually is anchored to the surrounding bone by growth of bony tissue into the surface of the implant. A mechanical interlock is formed between the implant and the bone. Plane strain conditions are imposed. By using a continuous distribution of edge dislocations to represent interfacial debonding, the problem reduced to a system of singular integral equations that was solved numerically using standard collocation techniques. Quantities of interest are the extent of the debonded zone, the relative displacement between the implant and the bone and the stresses at the bone-implant interfaces, all of which depend on the load in a nonlinear fashion.
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6

Ito, Shuji, Yoshihiro Yokota, Keiichi Fukuhara, and Osamu Maeda. "The field pull-out test of geogrid." Geosynthetics Engineering Journal 14 (1999): 205–10. http://dx.doi.org/10.5030/jcigsjournal.14.205.

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7

Gurung, N., and Y. Iwao. "Pull-out test analysis for geo-reinforcement." Geotextiles and Geomembranes 17, no. 3 (1999): 157–70. http://dx.doi.org/10.1016/s0266-1144(98)00032-6.

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8

Humbert, J., J. Baroth, and L. Daudeville. "Probabilistic analysis of a pull-out test." Materials and Structures 43, no. 3 (2009): 345–55. http://dx.doi.org/10.1617/s11527-009-9493-z.

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9

Montero-Cubillo, N. S., R. A. Galindo, C. Olalla, and M. Muñiz-Menéndez. "Pull-out creep laboratory test for soft rocks." International Journal of Rock Mechanics and Mining Sciences 144 (August 2021): 104811. http://dx.doi.org/10.1016/j.ijrmms.2021.104811.

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10

MIZUTANI, Suguru, and Toshiyasu MIYOSHI. "PULL-OUT TEST ON GEOGRID-TYPE QUAY STRUCTURE." Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering) 71, no. 2 (2015): I_1011—I_1016. http://dx.doi.org/10.2208/jscejoe.71.i_1011.

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