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Pull-out mechanism of continuous ball shape anchors in transparent soil

XIA Yuan-you1 , CHEN Chen 1, NI Qing 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017

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Author / responsible party
XIA Yuan-you1 , CHEN Chen 1, NI Qing 2
Publisher
Editorial Office of Chinese Journal of Geotechnical Engineering
Year
2017
ISSN
1000-4548
ISSN
1000-4548
Language
English
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A physical modelling system is developed to study the pull-out mechanism of embedded soil anchors using transparent soil and particle image velocimetry (PIV). In the system, two different continuous ball shape anchors are set in the experiment to observe displacement impact areas, soil displacement, load-displacement curve and shape and location of pull-out failure interface. After analyzing the ultimate bearing capacity and the failure mechanism of the soil anchors, a suggested method is given. From the results, based on the circumstances of this model, the maximum vertical displacement impact areas have direct relationship with the radius of the ball and the distance between the balls during pull-out of the soil anchors. The continuous ball shape soil anchors (type A and B) can effectively provide 52% and 117% more force than the normal cylinder anchors. The pull-out force of the continuous ball shape soil anchors can be divided into three different parts: adhesion on shaft, end bearing in clay and cohesive through clay.

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APA 7

XIA Yuan-you1, C. C. 1. N. Q. 2. (2017). Pull-out mechanism of continuous ball shape anchors in transparent soil. https://doi.org/10.11779/CJGE201705004

MLA

XIA Yuan-you1, CHEN Chen 1, NI Qing 2. "Pull-out mechanism of continuous ball shape anchors in transparent soil." 2017. https://doi.org/10.11779/CJGE201705004.

Chicago

XIA Yuan-you1, CHEN Chen 1, NI Qing 2. 2017. "Pull-out mechanism of continuous ball shape anchors in transparent soil.". https://doi.org/10.11779/CJGE201705004.

Harvard

XIA Yuan-you1, C. C. 1. N. Q. 2. 2017, Pull-out mechanism of continuous ball shape anchors in transparent soil, Editorial Office of Chinese Journal of Geotechnical Engineering, available at: https://doi.org/10.11779/CJGE201705004 [Accessed 7 Aug. 2026].

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Title
Pull-out mechanism of continuous ball shape anchors in transparent soil
Author / contributors
XIA Yuan-you1 , CHEN Chen 1, NI Qing 2
Publisher
Editorial Office of Chinese Journal of Geotechnical Engineering
Publication year
2017
ISSN
1000-4548
ISSN
1000-4548
Language
English

Subjects

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soil anchor; model test; transparent soil; soil displacement
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