Proceedings of the 2015 International Forum on Energy, Environment Science and Materials

Study of Adaptation to Base of CSG Dam

Authors
J. Ma, L.q. Yang, Y. Wang
Corresponding Author
J. Ma
Available Online September 2015.
DOI
10.2991/ifeesm-15.2015.284How to use a DOI?
Keywords
CSG dam; base; adaptation; key place
Abstract

CSG material was used in low dam and embankment in aboard and home. Considering of the new building material and economic aim, the study of adaptation to base of CSG dam is very important. The CSG material and base was looked as continuous material. The ratio of CSG’s elastic model to base’s was used to indicate the difference of base. YUMAOHONG twin shear stress criterion was used as criterion function. Many times FEM calculation was done. The result shows the relation of stress, displace and criterion value to the ratio of CSG and base’s elastic model respectively. The key place (or danger place) was founded. Through anglicizing the stress, displace and criterion value of key place, some useful conclusion was draw.

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/).

Download article (PDF)

Volume Title
Proceedings of the 2015 International Forum on Energy, Environment Science and Materials
Series
Advances in Engineering Research
Publication Date
September 2015
ISBN
978-94-6252-117-9
ISSN
2352-5401
DOI
10.2991/ifeesm-15.2015.284How 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  - J. Ma
AU  - L.q. Yang
AU  - Y. Wang
PY  - 2015/09
DA  - 2015/09
TI  - Study of Adaptation to Base of CSG Dam
BT  - Proceedings of the 2015 International Forum on Energy, Environment Science and Materials
PB  - Atlantis Press
SP  - 1552
EP  - 1555
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesm-15.2015.284
DO  - 10.2991/ifeesm-15.2015.284
ID  - Ma2015/09
ER  -