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Publications tagged with [geogrid]
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<p>The pull- out strength of the reinforcement has a significant role on the function of the most reinforced soil structures. Since the coarse grain soils have a better interaction with the reinforcement, they are mostly used in these structures. In most situations, ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
Amirkabir Journal of Science & Research (Civil & Environmental Engineering) (AJSR - CEE), Amirkabir University of Technology (Tehran Polytechnic) Vol. 46, No. 2, Winter 2014, pp. 27- 29
Anantanasakul P.
,
Indraratna B.
et al.
Large cyclic stresses induced from heavy traffic can cause significant degradation of rail tracks, leading to poor track geometry and safety. Inclusion of resilient materials such as geosynthetics to reinforce the track substructure has been observed in the ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
11th Australia - New Zealand Conference on Geomechanics: Ground Engineering in a Changing World (pp. 241-246)
<p>Geogrid reinforced soil structures are planned and constructed in increasing amounts due to their various benefits. Little amounts of failures or deformations beyond serviceability limit state are reported. Multiple factors can influence the behavior of ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
ISGSR 2011 - Vogt, Schuppener, Straub & Bräu (eds) - © 2011 Bundesanstalt für Wasserbau
The objectives of this study are to investigate and evaluate the benefits of inclusion of geogrids in two types of geosynthetic reinforced soil/aggregate structures—reinforced soil foundations (RSF) and reinforced base aggregate in flexible pavements, ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
Submitted to the Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College in partial fulfillment of the requirements for the degree of Doctor of Philosophy In The Department of Civil Engineering and Environmental Engineering
<p>Mechanically stabilized earth (MSE) walls reinforced by geogrids and geotextiles have seen a tremendous growth over the past thirty years. However, along with this growth has come numerous failures consisting of excessive deformation and, in some cases, ...
Filed under:
Soil Mechanics -
Earth Retaining Structures
Reference:
Journal of GeoEngineering, Vol. 6, No. 1, pp. 3-13, April 2011
Liu C-N.
,
Zornberg J. G.
et al.
The contribution of transverse ribs to the soil-geogrids interaction under pullout mode has been well documented. However, the contribution of transverse ribs to the soil-geogrid interaction under direct shear mode is, at best, unclear. Consequently, this ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
Journal of Geotechnical and Geoenvironmental Enginering, ASCE, Vol. 135, No. 12, December, 2009
As part of improvements to a roadway in coastal South Carolina, a portion of the road crossing reclaimed marshland was widened. The new lanes were constructed on a column supported embankment consisting of sand fill reinforced by geogrid and supported by vibro-concrete ...
Filed under:
Soil Mechanics -
Soil Improvement
Reference:
Proceedings, Fourth International Conference on Soft Soils, Vancouver, B.C.
<p>Soil reinforcement is a practical solution to construction over weak soils. Application of the kinematic approach of limit analysis to reinforced soil is reviewed, both for traditional reinforcement with strips or sheets of geosynthetic material and for ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
Geosynthetics and Geosynthetic-Engineered Soil Structures, Symposium sponsored by the ASCE Engineering Mechanics Division, honoring Prof. R.M. Koerner, McMat 2005, Baton Rouge, Louisiana June 2, 2005.
This document describes the use of geogrids in flexible pavement systems including design charts, product specifications, and construction guidance.
Filed under:
Pavement -
Pavement Construction
Reference:
ETL 1110-1-189 14 Feb 03
Abu-Hejleh N.
,
Zornberg J. G.
et al.
A geosynthetic-reinforced soil (GRS) system was constructed to support the shallow footings of a two-span bridge and the approaching roadway structures. Construction of this system, the Founders/Meadows bridge abutments, was completed in 1999 near Denver, ...
Filed under:
Soil Mechanics -
Earth Retaining Structures
Reference:
Geosynthetics International, Vol. 9, No. 1, 2002