Test method of damage mechanism of the half-section concrete expanded-plates pile with undisturbed soil model

DOI

10.2991/ifeesd-16.2016.50How to use a DOI?

Keywords

the concrete expanded-plates pile;failure mechanism; Small scale and semi section model; undisturbed soil test

Abstract

Owing to many limitations of the traditional soil-pile model test scheme and large pile-soil solid test plan, the failure mechanism research of concrete expanded-plates pile is limited, so this paper will introduce a new test scheme. The test scheme can be a true simulation of the work together with pile and soil, observe the soil failure form, and relatively convenient, safety, and the cost is low, it has universal application significance.

Copyright

© 2016, 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/).

Download article (PDF)

TY  - CONF
AU  - Wei Tian
AU  - Yongmei Qian
AU  - Xiaopen Su
AU  - Ruozhu Wang
PY  - 2016/05
DA  - 2016/05
TI  - Test method of damage mechanism of the half-section concrete expanded-plates pile with undisturbed soil model
BT  - Proceedings of the 2016 International Forum on Energy, Environment and Sustainable Development
PB  - Atlantis Press
SP  - 290
EP  - 295
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesd-16.2016.50
DO  - 10.2991/ifeesd-16.2016.50
ID  - Tian2016/05
ER  -