compaction-induced stress in geosynthetic-reinforced granular base course – a discrete element model外文参考.pdf

Journal of Rock Mechanics and Geotechnical Engineering 10 (2018) 669e677
etics compaction passes. Parametric analyses were also conducted to assess the effects of geogrid stiffness and
Granular soils subgrade modulus on the compaction-induced stress.
Numerical analysis Ó 2018 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by
Elsevier . This is an open access article under the CC BY-NC-ND license (/
licenses/by-nc-nd//).
1. Introduction reinforced by geosynthetic products such as geogrids, it usually sug-
gests that a larger compaction-induced stress will be developed in the
Compaction is an important earthwork procedure during the reinforced soil due to the interlocking effect between the geogrid and
construction of civil engineering structures such as pavements, the soil. This phenomenon may have contributed to the increased
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