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Essai in situ sur blocs de terre comprimée

Morel, Jean-Claude / P'kla, Abalo / Di Benedetto, Hervé

A lattice made of two struts and a tie is studied, having a behavior at failure close to that of a compressed earth block (CEB) during a 3 points bending test. Usually this test is modelled by considering that the CEB is an elastic linear beam under bending, at failure a tensile stress is then calculated. In this paper, by considering the failure occurring in the strut in compression or by traction in the tie, the failure stress is expressed simply as a compression strength or a tensile strength.

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Essai in situ sur blocs de terre comprimée

Morel, Jean-Claude / P'kla, Abalo / Di Benedetto, Hervé

A lattice made of two struts and a tie is studied, having a behavior at failure close to that of a compressed earth block (CEB) during a 3 points bending test. Usually this test is modelled by considering that the CEB is an elastic linear beam under bending, at failure a tensile stress is then calculated. In this paper, by considering the failure occurring in the strut in compression or by traction in the tie, the failure stress is expressed simply as a compression strength or a tensile strength.

Essai in situ sur blocs de terre comprimée

Morel, Jean-Claude / P'kla, Abalo / Di Benedetto, Hervé

A lattice made of two struts and a tie is studied, having a behavior at failure close to that of a compressed earth block (CEB) during a 3 points bending test. Usually this test is modelled by considering that the CEB is an elastic linear beam under bending, at failure a tensile stress is then calculated. In this paper, by considering the failure occurring in the strut in compression or by traction in the tie, the failure stress is expressed simply as a compression strength or a tensile strength.

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Title:

Essai in situ sur blocs de terre comprimée

Contributors:

Morel, Jean-Claude (author) / P'kla, Abalo (author) / Di Benedetto, Hervé (author)

Published in:

Revue Française de Génie Civil ; 7 ; 221-237

Publication date:

2003-02-01

Size:

17 pages

ISSN:

DOI:

https://doi.org/10.1080/12795119.2003.9692490

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

Unknown

Keywords:

Compressed Earth Block , compression test , masonry , bending test , field test , bloc de terre comprimée , compression , maçonnerie , flexion , essai in situ

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