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Guidelines for design, specification, and contracting of geosynthetic mechanically stabilized earth slopes on firm foundations
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The article was published on 1992-10-01 and is currently open access. It has received 14 citations till now. The article focuses on the topics: Mechanically stabilized earth & Geosynthetics.read more
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Performance of instrumented large-scale unreinforced and reinforced embankments loaded by a strip footing to failure
TL;DR: In this article, the authors describe an experimental investigation in which two large-scale geosynthetic reinforced soil embankments and one unreinforced soil embedding were taken to collapse under a strip footing.
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Combined Allowable Strength Reduction Factor for Geosynthetic Creep and Installation Damage
TL;DR: In this paper, the effect of synergism on the combined effect of polymeric creep and installation damage is explored by reviewing published and unpublished constant load (creep) data for both undamaged and installation-damaged geosynthetic specimens.
Geosynthetics for soil reinforcement
TL;DR: In this article, the authors introduce geosynthetic materials and briefly describe their types and manufacture, functions and applications, properties and tests, design, selection, and specifica- tions.
Journal ArticleDOI
Quasi-static cyclic performance of RC exterior beam-column joint assemblages strengthened with geosynthetic materials
TL;DR: In this paper, two variants of geosynthetic material named geogrid and geotextile were used for strengthening the beam-column joints in the experimental program, and two different types of strengthening patterns were used in which one was horizontal U-shaped pattern, and the other one was the diagonal cross (X-shaped) pattern.
Tensile creep behavior of a pvc coated polyester geogrid at different temperatures
Chi-Wan Hsieh,Yen-Chen Tseng +1 more
TL;DR: In this article, a series of tensile tests (ASTM D6637 and conventional long-term) were performed to evaluate the tensile strength and elongation at break for the 80°C test condition was inconsistent with the results from other test conditions.