History of horizontal anchor plates based on experimental works in cohesion less soil

Buried anchors have been used for thousands years to stabilize structures. Anchor plates may be made of steel plates, precast concrete slabs, poured concrete slabs, timber sheets and so forth. This paper presents the history of anchor plates in experimental works in cohesion less soils due to differ...

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Main Authors: Niroumand, H., A. Kassim, Kh., Nazir, Ramli
Format: Conference or Workshop Item
Published: 2011
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Online Access:http://eprints.utm.my/id/eprint/45920/
http://ebooks.iospress.nl/book/deformation-characteristics-of-geomaterials
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spelling my.utm.459202017-07-02T07:22:05Z http://eprints.utm.my/id/eprint/45920/ History of horizontal anchor plates based on experimental works in cohesion less soil Niroumand, H. A. Kassim, Kh. Nazir, Ramli TA Engineering (General). Civil engineering (General) Buried anchors have been used for thousands years to stabilize structures. Anchor plates may be made of steel plates, precast concrete slabs, poured concrete slabs, timber sheets and so forth. This paper presents the history of anchor plates in experimental works in cohesion less soils due to different researches by last researchers from first research until now. The role of this last experimental research has focused on predicting anchor behavior and force in cohesion less soil. Although there are not entirely sufficient substitutes for full-scale field testing, tests at laboratory scale have the advantage of allowing close control of at least some of the parameters encountered in research. These anchors can be installed by excavating the ground to the required depth and then backfilling and compacting with good quality cohesion less soils. The results are involved of laboratory testing that they are typically problem specific and they are difficult to extend to field problems with different material or geometric parameters in field scale. The paper observed that the ultimate uplift capacity is dependent on the relative friction angle, density based on loose or dense conditions and the depth ratio of embedment. 2011 Conference or Workshop Item PeerReviewed Niroumand, H. and A. Kassim, Kh. and Nazir, Ramli (2011) History of horizontal anchor plates based on experimental works in cohesion less soil. In: Fifth International Symposium On Deformation Characteristics Of Geomaterials. http://ebooks.iospress.nl/book/deformation-characteristics-of-geomaterials
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Niroumand, H.
A. Kassim, Kh.
Nazir, Ramli
History of horizontal anchor plates based on experimental works in cohesion less soil
description Buried anchors have been used for thousands years to stabilize structures. Anchor plates may be made of steel plates, precast concrete slabs, poured concrete slabs, timber sheets and so forth. This paper presents the history of anchor plates in experimental works in cohesion less soils due to different researches by last researchers from first research until now. The role of this last experimental research has focused on predicting anchor behavior and force in cohesion less soil. Although there are not entirely sufficient substitutes for full-scale field testing, tests at laboratory scale have the advantage of allowing close control of at least some of the parameters encountered in research. These anchors can be installed by excavating the ground to the required depth and then backfilling and compacting with good quality cohesion less soils. The results are involved of laboratory testing that they are typically problem specific and they are difficult to extend to field problems with different material or geometric parameters in field scale. The paper observed that the ultimate uplift capacity is dependent on the relative friction angle, density based on loose or dense conditions and the depth ratio of embedment.
format Conference or Workshop Item
author Niroumand, H.
A. Kassim, Kh.
Nazir, Ramli
author_facet Niroumand, H.
A. Kassim, Kh.
Nazir, Ramli
author_sort Niroumand, H.
title History of horizontal anchor plates based on experimental works in cohesion less soil
title_short History of horizontal anchor plates based on experimental works in cohesion less soil
title_full History of horizontal anchor plates based on experimental works in cohesion less soil
title_fullStr History of horizontal anchor plates based on experimental works in cohesion less soil
title_full_unstemmed History of horizontal anchor plates based on experimental works in cohesion less soil
title_sort history of horizontal anchor plates based on experimental works in cohesion less soil
publishDate 2011
url http://eprints.utm.my/id/eprint/45920/
http://ebooks.iospress.nl/book/deformation-characteristics-of-geomaterials
_version_ 1643651882383572992
score 13.211869