The undisturbed soil experiment of the comparison about the failure of the half and whole cross-section piles under the resistance compression

DOI

10.2991/ifeesd-16.2016.51How to use a DOI?

Keywords

undisturbed soil; model experiment; half cross-section pile; whole cross-section pile; bearing capacity; the interaction of pile and soil

Abstract

In this paper, adopting the small scale model experimental method, made the test pile with half and whole cross-section, and through the homemade soil device to extract the undisturbed soil to carry out the load experiment. Observe the failure process of the soil around the pile body, at the same time, extract the load and displacement of the top of pile to form the curve. Finally, by comparing the the soil failure state bearing capacity the displacement-load curve of the half and whole cross-section piles and so on, further verify the reliability of the half cross-section pile experiment, set good theoretical and practical basis for the further promotion of half section pile experiment.

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/).

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TY  - CONF
AU  - Wei Tian
AU  - Yongmei Qian
AU  - Tongjiang Lu
AU  - Ruozhu Wang
PY  - 2016/05
DA  - 2016/05
TI  - The undisturbed soil experiment of the comparison about the failure of the half and whole cross-section piles under the resistance compression
BT  - Proceedings of the 2016 International Forum on Energy, Environment and Sustainable Development
PB  - Atlantis Press
SP  - 296
EP  - 300
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesd-16.2016.51
DO  - 10.2991/ifeesd-16.2016.51
ID  - Tian2016/05
ER  -