Analysis on stability of dike in water diversion of river bank

DOI

10.2991/msmee-17.2017.173How to use a DOI?

Keywords

stability, dike, water level

Abstract

The change of reservoir water level will affect the stability of the water, mainly in the soil pore water pressure changes and slope sliding surface parameters of the two aspects of weakening. The stability of the slope is analyzed, the results show that the stability of the slope due to the existence of pore water pressure during the whole change of the water level of the reservoir from the slope Significant changes have taken place. In order to solve this problem, the stability of slope is studied by using P LAX IS finite element program, and the state of embankment in different water level is simulated numerically. The results show that with the water level from low to high, slope stability first decreased after the increase in the change. Through this result can provide the basis for the safe operation of the reservoir.

Copyright

© 2017, 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  - Xiaocheng Su
PY  - 2017/05
DA  - 2017/05
TI  - Analysis on stability of dike in water diversion of river bank
BT  - Proceedings of the 2017 2nd International Conference on Materials Science, Machinery and Energy Engineering (MSMEE 2017)
PB  - Atlantis Press
SP  - 896
EP  - 899
SN  - 2352-5401
UR  - https://doi.org/10.2991/msmee-17.2017.173
DO  - 10.2991/msmee-17.2017.173
ID  - Su2017/05
ER  -