scholarly journals An early warning criterion for the prediction of snowmelt-induced soil slope failures in seasonally cold regions

2018 ◽  
Vol 58 (3) ◽  
pp. 582-601 ◽  
Author(s):  
Srikrishnan Siva Subramanian ◽  
Tatsuya Ishikawa ◽  
Tetsuya Tokoro
Keyword(s):  
Early Warning ◽  
Soil Slope ◽  
Slope Failures ◽  
Cold Regions

Japanese early-warning for debris flows and slope failures using rainfall indices with Radial Basis Function Network

Landslides ◽  
2010 ◽  
Vol 7 (3) ◽  
pp. 325-338 ◽  
Author(s):  
Nobutomo Osanai ◽  
Takeshi Shimizu ◽  
Kazumasa Kuramoto ◽  
Shinichi Kojima ◽  
Tomoyuki Noro
Keyword(s):  
Radial Basis Function ◽  
Early Warning ◽  
Basis Function ◽  
Debris Flows ◽  
Radial Basis Function Network ◽  
Slope Failures ◽  
Radial Basis ◽  
Function Network

scholarly journals Geohazard at volcanic soil slope in cold regions and its influencing factors

2015 ◽  
Vol 1 (1) ◽  
pp. 1-20 ◽  
Author(s):  
Tatsuya Ishikawa ◽  
Tetsuya Tokoro ◽  
Miura Seiichi
Keyword(s):  
Influencing Factors ◽  
Soil Slope ◽  
Volcanic Soil ◽  
Cold Regions

Comparison of Soil Modulus E50 of Residual Soil Slope Failures in Two Different Rainfall Zones

2014 ◽  
pp. 135-141 ◽  
Author(s):  
M. A. S. N. Mallawarachchi ◽  
E. M. T. M. Ekanayake ◽  
S. S. I. Kodagoda ◽  
A. A. Virajh Dias
Keyword(s):  
Residual Soil ◽  
Soil Slope ◽  
Slope Failures ◽  
Soil Modulus ◽  
Residual Soil Slope

Process dynamics, real time monitoring and early warning at an imminent cliff fall (Hochvogel, Allgäu Alps)

2020 ◽  
Author(s):  
Johannes Leinauer ◽  
Benjamin Jacobs ◽  
Michael Krautblatter
Keyword(s):  
High Resolution ◽  
Early Warning ◽  
Slope Failure ◽  
Rock Slope ◽  
Point Clouds ◽  
Aerial Images ◽  
Slope Failures ◽  
High Resolution Data ◽  
Process Dynamics ◽  
Resolution Data

<p>Costs for (re)installation and maintenance of protective structures are increasing while alpine hazards progressively threaten alpine communities, infrastructure and economics. With climatic changes, anticipation and clever early warning of rock slope failures based on the process dynamics become more and more important. The imminent rock slope failure at the Hochvogel summit (2592 m a.s.l., Allgäu Alps) offers a rare possibility to study a cliff fall at a high alpine carbonate peak during its preparation and until failure. In this real case scenario, we can develop and test an operative and effective early warning system.</p><p>The main cleft is two to six metres wide at the summit and at least 60 metres deep at the sides. Several lateral cracks are opening at faster pace and separate different instable blocks. 3D-UAV point clouds reveal a potentially failing mass of 260,000 m³ in six subunits. However, the pre-deformation is yet not pronounced enough to decide on the expected volume. Analysis of historical ortho- and aerial images yields an elongation of the main crack length from 10 to 35 m from 1960 until now. Discontinuous tape extensometer measurements show 35 cm opening of the main cleft between 2014 and 2020 with movement rates up to 1 cm/month. Since July 2018, automatic vibrating wire gauges deliver high-resolution data to an online server. In October 2019, we transferred the system into LoRa with data transmission every 10 min. Automatic warnings via SMS and email are triggered when crossing specific thresholds.</p><p>Here we demonstrate long-term process dynamics and 2-years of high-resolution data of a preparing alpine rock slope failure. Corresponding geodetic, photogrammetric, seismic and gravimetric measurements complete the comprehensive measurement design at the Hochvogel. This will help to decipher anticipative signals of initiating alpine rock slope failures and improve future event predictions.</p>

Analysis of physical testing of rainfall-induced soil slope failures

2015 ◽  
Vol 73 (12) ◽  
pp. 8519-8531 ◽  
Author(s):  
L. Z. Wu ◽  
R. Q. Huang ◽  
Q. Xu ◽  
L. M. Zhang ◽  
H. L. Li
Keyword(s):  
Soil Slope ◽  
Slope Failures ◽  
Physical Testing

scholarly journals Real time monitoring of soil moisture content for landslide early warning: wn experimental study

2018 ◽  
Vol 192 ◽  
pp. 02032
Author(s):  
Panupong Thumtuan ◽  
Tanan Chub-Uppakarn ◽  
Tanit Chalermyanont
Keyword(s):  
Experimental Study ◽  
Water Content ◽  
Real Time ◽  
Time Domain ◽  
Early Warning ◽  
Soil Moisture Content ◽  
Soil Slope ◽  
Real Time Monitoring ◽  
Landslide Early Warning ◽  
Vertical Spacing

Landslides occur commonly after heavy rainfall. More accurate and immediate prediction of landslides for early warning purpose can be achieved when real time water content of the soil slope is known. In this experimental study, the water content was measured using time domain reflectometers (TDR). Five TDRs were installed with equal vertical spacing in a test pit. The measured results were sent to and stored on a web server and real time monitoring was made online. All TDRs results showed a good and accurate water content response of the soil to the rainfall from top to the bottom of the test pit.

scholarly journals On the monitoring and early-warning of brittle slope failures in hard rock masses: Examples from an open-pit mine

2017 ◽  
Vol 228 ◽  
pp. 71-81 ◽  
Author(s):  
Tommaso Carlà ◽  
Paolo Farina ◽  
Emanuele Intrieri ◽  
Kostas Botsialas ◽  
Nicola Casagli
Keyword(s):  
Early Warning ◽  
Hard Rock ◽  
Open Pit Mine ◽  
Open Pit ◽  
Rock Masses ◽  
Slope Failures ◽  
Monitoring And Early Warning

scholarly journals Slope Stability Analysis for Proposed Footing Construction Seated on Sloppy Ground

2018 ◽  
Vol 7 (3.35) ◽  
pp. 30
Author(s):  
Tirumala Deepika ◽  
. .
Keyword(s):  
Stability Analysis ◽  
Slope Stability ◽  
Slope Stability Analysis ◽  
Construction Site ◽  
Soil Slope ◽  
Slope Failures ◽  
Building Foundation ◽  
Homogeneous Soil ◽  
The Common ◽  
The Stability

Slope failures are one of the common phenomena in the Geotechnical failures. Thus it is needed to arrest the failure through proper mechanism.  Considering this as a scope the present study is oriented to address the analysis of sloppy site where the proposed building foundation to be constructed with different slopes as a natural construction site. The stability is checked and the anchors are used to improve the stability aspect of slope. The study found that the homogeneous soil slope is improved its safety under the usage of anchors.  

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