Multiple Compound Foundation Bearing Characteristics

DOI

10.2991/iceesd-18.2018.260How to use a DOI?

Keywords

long rigid piles and short flexible piles, multiple compound foundations, bearing characteristics

Abstract

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.

Copyright

© 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/).

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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  -