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1-17 of 17
Keywords: rainfall
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Proceedings Papers
Debris Flow Initiation Mechanism In Residual Soils
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-462
... ABSTRACT: Southern Thailand was subjected to an intense rainfall in November, 1988. This rainfall triggered thousands of slope failures in the Khao Luang Mountain Range and caused widespread flooding in southern Thailand. The landslides, debris flows and flooding caused the deaths of 370...
Proceedings Papers
Estimation Of Failure Frequency Of Soil Cut Slopes Using Rainfall And Slope Information
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-482
... ABSTRACT: The Geotechnical Engineering Office keeps comprehensive rainfall and landslide data. A GIS database of all sizeable man-made slopes and retaining walls in Hong Kong is also available. Apart from basic information on slope geometry (height and gradient), the database contains other...
Proceedings Papers
Identification Of Critical Rainfall Duration Periods For Individual Natural And Excavated Slopes
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-492
... criteria (GEO, 1984). This would seem reasonable as under normal conditions, groundwater level is wholly governed, in some way, by antecedent rainfall. In adopting this approach, a first step must be to determine the rainfall duration period that influences a particular slope. This has been attempted...
Proceedings Papers
Types Of Cut Slope Failures In Granitic Bedrock Areas Of Peninsular Malaysia
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-477
... earth falls and shallow slips can occur during rainfall due to saturation and loss of strength with time. At steep benches (> 55o) exposing Zone II with day-lighting relict discontinuity planes, wedge failures can occur due to saturation and low shear strengths. During periods of intense...
Proceedings Papers
Engineering Properties Of Expansive Soil And Centrifuge Test On Embankments Made Of The Soil
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-599
... railway rainfall compactness settlement kPa expansive soil strength gravitational stress internal friction angle centrifuge test slope angle fissure ENGINEERING PROPERTIES OF EXPANSIVE SOIL AND CENTRIFUGE TEST ON EMBANKMENTS MADE OF THE SOIL Wang Ying1, Xie Qiang2 ABSTRACT Based...
Proceedings Papers
Design And Monitoring Of Landfill Cover Systems
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-132
... such as the US EPA's HELP model are widely used to develop cap designs and those commonly adopted are the multi-layer geomembrane, GCL or clay caps (Parker et al, 1993). solid waste management precipitation moisture content monitoring remediation subsoil layer Bacton Road rainfall reduction land...
Proceedings Papers
Behavior Of Seepage Flow In Embankments Developed By Rainfall
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-082
... ABSTRACT: The behavior of seepage flow developed in an embankment due to rainfall and its associated features of expansion of the saturated wet zone, which promotes instability of slopes, are studied in this paper. Centrifuge seepage tests are conducted on sand model fills by use of a newly...
Proceedings Papers
Waste Subsoil And Waste Leachate Interaction Detected By Non-Destructive Method
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-097
.... 1999,]. It is observed that this coefficient increases when the used permeant is a leachate instead of water. TDR probe leachate action electrical conductivity dry density volumetric water content subsoil rainfall waste leachate interaction electrical conductivity profile waste...
Proceedings Papers
Understanding The Hydrogeology Of A Bauxite Residue Disposal Area
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-095
... a natural valley, across which an embankment was constructed to contain the residue. The embankment was constructed in six stages, being the initial embankment and five raises. baseflow bauxite residue disposal area capillary fringe storage Fluid Dynamics residue rainfall storage...
Proceedings Papers
Stabilization By Drainage Trenches Of Two Major Earth Flows In Western Oregon, Usa
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-463
... Provinces of the State of Oregon, U.S.A. Abundant rainfall, between 90 to 165 cm per year, creates a soil profile typically composed of clayey silt residual soils with a relatively pervious relict structure, and a zone of highly plastic clay (CH) at depth overlying weathered bedrock. The depth...
Proceedings Papers
Study On The Slope Stability With Moisture Distribution Influenced By Vegetation At Slope Face
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-478
...STUDY ON THE SLOPE STABILITY WITH MOISTURE DISTRIBUTION INFLUENCED BY VEGETATION AT SLOPE FACE Asako Togari-Ohta1, Tomoyasu Sugiyama2 and Hisashi Muraishi3 SUMMARY We performed a series of laboratory experiments using a large-scaled rainfall simulator and the stability analyses, in order to obtain...
Proceedings Papers
Performance Of Stabilized Large-Excavated Slope
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-424
...PERFORMANCE OF STABILIZED LARGE-EXCAVATED SLOPE Y.N. Lee1, D.Y. Kim2 and Y.H. Suh3 ABSTRACT After heavy rainfall at Kangchon-Ri in Korea on 27 July in 1996, an excavated and reinforced slope for condominium construction site was failed. To figure out the cause of the slope failure and to plan...
Proceedings Papers
A Study Of Stability In A Large Excavated Slope With Local Torrential Rainfalls
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-504
... ABSTRACT: In this study, the stability analysis of slope failure that occasionally occurs when rain falls was carried out. This paper focuses especially on the stability of large-scale cut slope exposed to heavy rainfalls. The study was carried out on a cut slope which is 52 meters high...
Proceedings Papers
Stability Of Slopes Characterised By Colluvium:Investigation, Analysis And Stabilisation
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-496
... drilling operation colluvium rainfall stability strength slope stability analysis characteristic long-term stability Upstream Oil & Gas pore pressure bedrock slope failure laboratory test moisture content boulder investigation slope characterised shear strength excavation...
Proceedings Papers
Assessment On Mechanism Of Rain-Induced Landslide By Slope Hydrodynamic Simulation
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-515
.... It was found that the inducement of landslide was started from the lower part of middle slope. The seepage from upper slope as well as back-up migration of saturation front in response to rainfall played an important role in triggering the slope failure. Indeed, the largest increment of pore water pressure...
Proceedings Papers
Numerical Simulation For Evaporation And Infiltration Through Unsaturated Soil
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-524
...NUMERICAL SIMULATION FOR EVAPORATION AND INFILTRATION THROUGH UNSATURATED SOIL Ryosuke Kiamura1,Yuji Miyamoto2,Yu Shimizu3 ABSTRACT In the southern part of Kyushu Island, Japan, slope failures often occur due to heavy rainfalls in the rainy season (from June to September). Most of these slope...
Proceedings Papers
A New Warning Index For Debris Flows Based On Rainfall And Ground Water Depth
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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-457
...A NEW WARNING INDEX FOR DEBRIS FLOWS BASED ON RAINFALL AND GROUND WATER DEPTH Shuichiro Yokota1, Akira Iwamatsu2, Ryusuke Imura2, Kiyoto Matsuyuki3 and Taisuke Ohkawa3 ABSTRACT Debris flows and slope failures have frequently occurred in the Ryugamizu cliff, located in south- ern Kyushu, Japan...