3D effects of turning corner on stability of geosynthetic-reinforced soil structures

2018 ◽  
Vol 46 (4) ◽  
pp. 367-376 ◽  
Author(s):  
Fei Zhang ◽  
Yufeng Gao ◽  
Dov Leshchinsky ◽  
Shangchuan Yang ◽  
Guangyu Dai
Keyword(s):  
Reinforced Soil ◽  
Geosynthetic Reinforced Soil ◽  
Soil Structures ◽  
3D Effects

scholarly journals Deformation of Geosynthetic Reinforced Soil Structures by Design, in the Lab and in the Field

2011 ◽  
Vol 57 (2) ◽  
pp. 153-171
Author(s):  
G. Heerten
Keyword(s):  
Field Tests ◽  
Seismic Loading ◽  
Reinforced Soil ◽  
Soil Reinforcement ◽  
Design Code ◽  
Geosynthetic Reinforced Soil ◽  
Soil Structures ◽  
The Usa ◽  
New Research ◽  
Reinforcement Interaction

Abstract Green-geo-engineering with geosynthetic reinforced soil structures is of increasing practice around the world. Poland is among the leading countries with the third biggest geogrid market in Europe. The German EBGEO 2010 Guideline for Soil Reinforcement with Geosynthetics as first European Guideline for Geosynthetics linked to the Eurocode 7, and the new design code for Japanese railway structures under seismic loading are introduced. New research results from the Geotechnical Institute of the RWTH Aachen, Germany, dealing with the soil/reinforcement interaction and new approaches for design codes for the reinforcement of base courses in traffic areas based on lab and field tests in the USA are presented.

Sign in / Sign up

Export Citation Format

Share Document