Reinforcement effect of cement grout on soil based on granular flow theory
Junhua Zhou, Kai Fang, Tongbin Zhao
Available Online September 2016.
- https://doi.org/10.2991/amitp-16.2016.39How to use a DOI?
- grouted soil, reinforcement effect, stress strain relationship, PFC2D.
- Reinforcement effect of cement grout injection on soil was studied using PFC2D numerical simulation test. The effect of cement particle size distribution, soil particle size distribution and the parallel bond strength between particles on mechanical properties of cement soil after reinforcement was analyzed. The stress-strain curve and the ultimate bearing capacity of cement grouting soil were studied by the numerical tests. The results show that under the same amount of cement, the cemented soil with small cement particle size shows a higher ultimate stress and a larger strain corresponding to the ultimate stress. The ultimate stress increases slowly with the decreasing particle size under a certain range. Ultimate stress of the cemented soil increases with the increase of the parallel bond strength. In addition, the cemented soil with large parallel bond strength shows a larger strain corresponding to the ultimate stress.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Junhua Zhou AU - Kai Fang AU - Tongbin Zhao PY - 2016/09 DA - 2016/09 TI - Reinforcement effect of cement grout on soil based on granular flow theory BT - Proceedings of the 2016 4th International Conference on Advanced Materials and Information Technology Processing (AMITP 2016) PB - Atlantis Press SP - 199 EP - 202 SN - 2352-538X UR - https://doi.org/10.2991/amitp-16.2016.39 DO - https://doi.org/10.2991/amitp-16.2016.39 ID - Zhou2016/09 ER -