Proceedings of the First International Conference on Information Sciences, Machinery, Materials and Energy

Interaction of Pavement and Soil When Pillar Abutment was Excavated

Authors
Guodong Zheng, Enpin Hou, Dengyuan Zhu
Corresponding Author
Guodong Zheng
Available Online July 2015.
DOI
10.2991/icismme-15.2015.115How to use a DOI?
Keywords
Stability; sleeve-valve-pipe grouting; bolt support; excavation sequence
Abstract

The proper excavation sequence of comprehensive strengthening remolded soil method of combining sleeve-valve-pipe grouting and bolt support was studied for the abutment backfill stability problems when the retaining wall in front of pillar abutment was excavated which was often encountered in the construction process of highway reconstruction and extension. With ANSYS software, the strength reduction method was used to analyze the safety factor of slope excavation of different excavation programs to determine the most rational excavation program.

Copyright
© 2015, 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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Volume Title
Proceedings of the First International Conference on Information Sciences, Machinery, Materials and Energy
Series
Advances in Intelligent Systems Research
Publication Date
July 2015
ISBN
978-94-62520-67-7
ISSN
1951-6851
DOI
10.2991/icismme-15.2015.115How to use a DOI?
Copyright
© 2015, 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  - Guodong Zheng
AU  - Enpin Hou
AU  - Dengyuan Zhu
PY  - 2015/07
DA  - 2015/07
TI  - Interaction of Pavement and Soil When Pillar Abutment was Excavated
BT  - Proceedings of the First International Conference on Information Sciences, Machinery, Materials and Energy
PB  - Atlantis Press
SP  - 561
EP  - 565
SN  - 1951-6851
UR  - https://doi.org/10.2991/icismme-15.2015.115
DO  - 10.2991/icismme-15.2015.115
ID  - Zheng2015/07
ER  -