Multiple Compound Foundation Bearing Characteristics
- 10.2991/iceesd-18.2018.260How to use a DOI?
- long rigid piles and short flexible piles, multiple compound foundations, bearing characteristics
To study the bearing characteristics of composite foundation with long rigid piles and short flexible piles, the light dynamic penetration and the static loading test are used base on comprehensive testing and analysis of soft soil characteristics, and combining with the treatment design parameters of soft soil with long rigid piles and short flexible piles. The results show that it is feasible that using rigid piles with 400mm diameter and 15m length and flexible piles with 550mm diameter and 6m length to deal with soft soil mainly composed of flow plastic muddy clay. The composite foundation bearing capacity can reach 100kPa, which meet the needs of the corresponding project.
- © 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 - Caihui Zhou AU - An Chen AU - Jian Meng PY - 2018/05 DA - 2018/05 TI - Multiple Compound Foundation Bearing Characteristics BT - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018) PB - Atlantis Press SP - 1431 EP - 1435 SN - 2352-5401 UR - https://doi.org/10.2991/iceesd-18.2018.260 DO - 10.2991/iceesd-18.2018.260 ID - Zhou2018/05 ER -