ON THE EVALUATING RISK METHOD OF NATURAL SLOPE FAILURE BASED ON STORAGE HEIGHT

2018 ◽  
Vol 74 (4) ◽  
pp. I_1267-I_1272
Author(s):  
Shoichi UEMURA ◽  
Yasuyuki UJIHASHI ◽  
Shinya HIRAMATSU ◽  
Hiroto SUZUKI
Keyword(s):  
Slope Failure ◽  
Natural Slope

scholarly journals Evaluation of Dike and Natural Slope Failure Induced by Heavy Rainfall in Niigata on 13 July 2004

2006 ◽  
Vol 46 (1) ◽  
pp. 83-98 ◽  
Author(s):  
Hirofumi Toyota ◽  
Kouichi Nakamura ◽  
Naoki Sakai
Keyword(s):  
Heavy Rainfall ◽  
Slope Failure ◽  
Natural Slope

scholarly journals A study of the behaviour of natural slope failure by field observation

Landslides ◽  
1974 ◽  
Vol 10 (3) ◽  
pp. 42-47 ◽  
Author(s):  
Tomomitsu YASUE ◽  
Shun OKUBO
Keyword(s):  
Field Observation ◽  
Slope Failure ◽  
Natural Slope

scholarly journals A COMPARISON OF TORRENTIAL RAINFALL-TRIGGERD NATURAL SLOPE FAILURE IN THAILAND AND JAPAN

2011 ◽  
Vol 67 (3) ◽  
pp. 387-398
Author(s):  
Hiroyasu OHTSU ◽  
Yoshito MAEDA ◽  
Kazuya TAKEKUNI ◽  
Hiroyuki YONEZAWA ◽  
Kenji TAKAHASHI ◽  
...  
Keyword(s):  
Slope Failure ◽  
Natural Slope ◽  
Torrential Rainfall

Tree Induce Suction for Slope Sustainability

2012 ◽  
Vol 170-173 ◽  
pp. 1334-1338 ◽  
Author(s):  
Mohd Fakhrurrazi Ishak ◽  
N. Ali ◽  
A. Kassim
Keyword(s):  
Tensile Strength ◽  
Soil Moisture ◽  
Stability Analysis ◽  
Factor Of Safety ◽  
Slope Failure ◽  
Root Zone ◽  
Natural Slope ◽  
Porewater Pressure ◽  
Total Suction ◽  
Active Root

Many slope areas in Malaysia whether it is man made or natural slope are particularly vulnerable to soil erosion and shallow failures due to the increasing of soil moisture and porewater pressure. This study will determined the active root zone of the tree near the toe of the slope which suctions have been generated within this section. Hence, the effect it only focusing on hydrological aspect with soil moisture pattern near vicinity of the tree. The mechanical aspect of tree root such as tensile strength and bonding between root and soil which can led to increasing soil strength are assumed negligible in this study. From preliminary result of field monitoring show significant increase of total suction at near vicinity of tree which can lead to stability analysis on slope. The comparison of FOS will be presented between at the toe of slope with and without the tree. Furthermore, for slope studies area the reresult indicates that tree induced suction can be related to cause the factor of safety against slope failure improve up to 33.07%.

Natural Slope Failure, Northeastern Skeena Mountains

1971 ◽  
Vol 8 (3) ◽  
pp. 384-390 ◽  
Author(s):  
G. H. Eisbacher
Keyword(s):  
British Columbia ◽  
Slope Failure ◽  
North Central ◽  
Natural Slope ◽  
Structural Trend ◽  
Control Distribution ◽  
Slide Type ◽  
Oriented Parallel ◽  
Lithological Heterogeneity

Twenty-five rockslides in sedimentary strata of the Skeena Mountains in north-central British Columbia are concentrated along a distinct belt approximately 30 km wide. Four slides belong to a "shallow" type, 21 to a "deep" slide type. Regional structural trend, deformation, and lithological heterogeneity seem to control distribution and direction of slip of these rockslides. Slopes oriented parallel to the structural trend and made up of heterogeneous conglomerate, sandstone, shale successions are more likely to fail than others.

Fabrication of a Slope Failure Prediction Sensor using Miniaturized EC Sensor

2013 ◽  
Vol 133 (9) ◽  
pp. 278-283 ◽  
Author(s):  
Masato Futagawa ◽  
Mitsuru Komatsu ◽  
Hikofumi Suzuki ◽  
Yuji Takeshita ◽  
Yasushi Fuwa ◽  
...  
Keyword(s):  
Slope Failure ◽  
Failure Prediction
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