Triaxial Test on Clay with Vertical Reinforcement
- https://doi.org/10.2991/ifeesm-17.2018.94How to use a DOI?
- clay; vertical reinforcement; triaxial test; strength characteristics
A unconsolidated-undrained triaxial test of vertically reinforced clay was carried out. Fiberglass geogrid was used as reinforced material in the form of centrally symmetrical arrangement. The stress-strain relationship, strength characteristics and failure modes of reinforced clay were studied. The effects of different reinforced diameters, different height of vertical bars and different confining pressures on the strength of reinforced clay were discussed. The results showed that the vertical reinforcement has played a role in the performance of the reinforcement from the beginning and greatly improved the shear strength of the soil. The installation of the vertical reinforcement has a significant effect on the reinforcement effect, and there is an optimal form of reinforcement.
- © 2018, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Ying Nie AU - Yanjun Li AU - Fenghan Hu AU - Tao Wang AU - Xiaofeng Zhao AU - Ningyu Zhao PY - 2018/02 DA - 2018/02 TI - Triaxial Test on Clay with Vertical Reinforcement BT - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017) PB - Atlantis Press SP - 494 EP - 500 SN - 2352-5401 UR - https://doi.org/10.2991/ifeesm-17.2018.94 DO - https://doi.org/10.2991/ifeesm-17.2018.94 ID - Nie2018/02 ER -