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Quoc-Bao Bui

Researcher at Ton Duc Thang University

Publications -  93
Citations -  1939

Quoc-Bao Bui is an academic researcher from Ton Duc Thang University. The author has contributed to research in topics: Rammed earth & Electrocatalyst. The author has an hindex of 17, co-authored 87 publications receiving 1357 citations. Previous affiliations of Quoc-Bao Bui include University of Lyon & University of Savoy.

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Durability of rammed earth walls exposed for 20 years to natural weathering

TL;DR: In this article, a study on the durability of different types of stabilised and unstabilised rammed earth walls is presented, which shows that the mean erosion depth of the studied walls is about 2 mm (0.5% wall thickness).
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Effect of moisture content on the mechanical characteristics of rammed earth

TL;DR: In this paper, the influence of moisture content on the mechanical characteristics of rammed-earth has been studied and a simplified method to measure the suction within rammed earth samples has been developed and validated.
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Compression behaviour of non-industrial materials in civil engineering by three scale experiments: the case of rammed earth

TL;DR: In this article, the elastic modulus of a load-bearing building wall made of rammed earth material was determined by using a finite element model, and the results showed that the elastic properties of the wall can be determined at three different scales: in-situ, representative volume element, and micro-mechanical scale.
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Mechanical properties and microstructure analysis of FA-GGBS-HMNS based geopolymer concrete

TL;DR: In this article, an experimental investigation on the mechanical properties and microstructure of geopolymer concrete mixed using class F fly ash (FA), ground granulated blast-furnace slag (GGBS) and high-magnesium nickel slag(HMNS) is presented.
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Failure of rammed earth walls: From observations to quantifications

TL;DR: In this article, the tensile strength and shear strength of rammed earth lintels were evaluated using a simple method based on compressive strength and Mohr's circle theory.