Slope failure mechanism assessment based on regional geological information in layered rocks

2020 ◽  
Vol 79 (10) ◽  
pp. 5249-5258
Author(s):  
John V. Smith
Keyword(s):  
Failure Mechanism ◽  
Slope Failure ◽  
Geological Information

Experimental study on inner slope failure mechanism of seawall by coupling effect of storm surge and wave

2019 ◽  
Vol 37 (6) ◽  
pp. 1912-1920 ◽  
Author(s):  
Junning Pan ◽  
Shupeng Wang ◽  
Tianting Sun ◽  
Maowen Chen ◽  
Dengting Wang
Keyword(s):  
Experimental Study ◽  
Failure Mechanism ◽  
Storm Surge ◽  
Slope Failure ◽  
Coupling Effect

scholarly journals EXPERIMENTAL STUDY ON SLOPE FAILURE MECHANISM INDUCED BY RAINFALL AFTER EARTHQUAKE

2007 ◽  
Vol 63 (1) ◽  
pp. 140-149 ◽  
Author(s):  
Nobuyuki TORII ◽  
Takashi OKIMURA ◽  
Shoji KATO
Keyword(s):  
Experimental Study ◽  
Failure Mechanism ◽  
Slope Failure

scholarly journals Slope Failure Mechanism Result From Dividing Into Parts By Fracture

2019 ◽  
Vol 59 (6) ◽  
pp. 485-494
Author(s):  
Tatsuro YOSHIMURA ◽  
Fuminori YOSHIMATSU
Keyword(s):  
Failure Mechanism ◽  
Slope Failure

scholarly journals Study on Slope Failure Mechanism Induced by Localized Torrential Rain based on Coupled Stress-Flow Simulations

2012 ◽  
Vol 128 (7) ◽  
pp. 463-470
Author(s):  
Yujing JIANG ◽  
Toshinori TANAKA ◽  
Bo LI ◽  
Satoshi SUGIMOTO ◽  
Mitsuo NAKAGAWA
Keyword(s):  
Failure Mechanism ◽  
Slope Failure ◽  
Torrential Rain ◽  
Flow Simulations ◽  
Coupled Stress ◽  
Stress Flow

Rim slope failure mechanism in the Greek deep lignite mines – a case study

2003 ◽  
Vol 112 (3) ◽  
pp. 197-204 ◽  
Author(s):  
M. Leonardos ◽  
N. Terezopoulos
Keyword(s):  
Failure Mechanism ◽  
Slope Failure ◽  
Lignite Mines

Mechanisms of massive failure for flowthrough rockfill embankments

1995 ◽  
Vol 32 (6) ◽  
pp. 927-938 ◽  
Author(s):  
Vinod K. Garga ◽  
David Hansen ◽  
D. Ronald Townsend
Keyword(s):  
Key Words ◽  
Failure Mechanism ◽  
Slope Failure ◽  
Darcy Flow ◽  
Experimental Measurements ◽  
Embankment Slope ◽  
Rockfill Dam ◽  
Downstream Slope ◽  
The Stability ◽  
Rotational Failure

A modified wedge method for the analysis of the stability of a downstream slope of a flowthrough rockfill dam is presented. The results from this wedge analysis are compared with results from a conventional Bishop method of analysis, and both are compared with experimental measurements of the forces at incipient failure from model tests performed on simple granular embankments in hydraulic flumes. The proposed wedge method, based on a nonrotational failure mechanism, compared more favourably with experimental observations than did the Bishop method of analysis, based on a rotational failure mechanism. It is also concluded that the Bishop method is very conservative for the analysis of such rockfill slopes. Key words : rockfill embankment, slope failure, bursting forces, model slopes, non-Darcy flow.

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