Effects of Particle Size on the Shear Behavior of Coarse Grained Soils Reinforced with Geogrid

@inproceedings{Kim2014EffectsOP,
  title={Effects of Particle Size on the Shear Behavior of Coarse Grained Soils Reinforced with Geogrid},
  author={Daehyeon KimD. Kim and Sungwoo Ha},
  booktitle={Materials},
  year={2014}
}
In order to design civil structures that are supported by soils, the shear strength parameters of soils are required. Due to the large particle size of coarse-grained soils, large direct shear tests should be performed. In this study, large direct shear tests on three types of coarse grained soils (4.5 mm, 7.9 mm, and 15.9 mm) were performed to evaluate the effects of particle size on the shear behavior of coarse grained soils with/without geogrid reinforcements. Based on the direct shear test… CONTINUE READING

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