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  1. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
  2. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 4, November 2014
  4. Regression analyses for the minimum intensity-duration conditions of continuous rainfall for mudflows triggering in Yan’an, northern Shaanxi (China)
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Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 76
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 75
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 4, November 2014
The 2012 Hans Cloos lecture: physicochemical theory of effective stress in soils
Regression analyses for the minimum intensity-duration conditions of continuous rainfall for mudflows triggering in Yan’an, northern Shaanxi (China)
Erratum to: Regression analyses for the minimum intensity-duration conditions of continuous rainfall for mudflows triggering in Yan’an, northern Shaanxi (China)
Analyzing the stability of a failing rock slope for suggesting suitable mitigation measure: a case study from the Theng rockslide, Sikkim Himalayas, India
A new water–sediment separation structure for debris flow defense and its model test
A new geological model for Spriana landslide
Contribution to the study of the landslide of the city of Tigzirt (Algeria)
Effect of the combination characteristics of rock structural plane on the stability of a rock-mass slope
A coupled slope cutting—a prolonged rainfall-induced loess landslide: a 17 October 2011 case study
FEM application to loess slope excavation and support: case study of Dong Loutian coal bunker, Shuozhou, China
Water stability mechanism of silicification grouted loess
Preliminary analysis of spatial development of karst using a geostatistical simulation approach
The effect of different types of water on the swelling behaviour of expansive clays
Chemical analysis and X-ray diffraction assessment of stabilized expansive soils
Stiffness parameters of municipal solid waste
Study on the permeability evolution law and the micro-mechanism of CCL in a landfill final cover under the dry-wet cycle
Towards a multi-faceted Vadose Zone Assessment Protocol: cemetery guidelines and application to a burial site located near a seasonal wetland (Pretoria, South Africa)
Utilization of an underground mining evaluation map incorporating the effect of landslides and surface flooding for land-use purpose
V S profile: measured versus empirical correlations—a Lower Tagus river valley example
Developing cation exchange capacity and soil index properties relationships using a neuro-fuzzy approach
The characteristics of deformation and failure of coal seam floor due to mining in Xinmi coal field in China
Block caving-induced strata movement and associated surface subsidence: a numerical study based on a demonstration model
Defining the suitability of new crushed rock aggregate source areas in the North of Kocaeli Province using GIS
Flyrock in bench blasting: a comprehensive review
Influence of depth and geological structure on the transmission of blast vibrations
Resistivity mapping as a tool for identification and characterisation of weakness zones in crystalline bedrock: definition and testing of an interpretational model
Modifications to the GSI for granite in drilling
Mineralogical and geotechnical characterization of swelling marly clays of the Medea region of Algeria
Influence of petrographic characteristics on physico-mechanical properties of ultrabasic rocks from central Greece
Application of computerized tomographic scanning to the study of water-induced weakening of mudstone
Geological and geotechnical observations from the Niagara Tunnel Project
Granite plates as structural slabs in Brazilian buildings: application of reliability concepts
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 3, August 2014
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 2, May 2014
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 1, February 2014
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 70
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 69
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 68
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 66
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 63
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 62
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 61
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 59
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 57
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 55

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Regression analyses for the minimum intensity-duration conditions of continuous rainfall for mudflows triggering in Yan’an, northern Shaanxi (China)

Content Provider Springer Nature Link
Author Chen, HaiXia Wang, JiaDing
Copyright Year 2014
Abstract An empirical minimum intensity-duration (I-D) condition of continuous rainfall for mudflows triggering is proposed for Yan’an, northern Shaanxi, China, where rainfall-induced mudflows occur frequently. Adopting the quantile-regression method, a program was built using R programming language and statistical computing environment, and 175 continuous rainfall records were analyzed objectively. The 35th percentile regression line was determined as the minimum I-D condition of continuous rainfall that can potentially trigger mudflows within the duration interval of 24–336 h, where I is measured in millimeters per hour and D in hours. Comparison of the minimum I-D condition of continuous rainfall determined by this study with those rainfall I-D thresholds developed for the world and other regions reveals that lower rainfall intensity has the potential to trigger mudflows in the Yan’an district, which proves the necessity of defining regional minimum rainfall I-D conditions and site-specific operational rainfall I-D thresholds for mudflows triggering in Yan’an.
Starting Page 917
Ending Page 928
Page Count 12
File Format PDF
ISSN 14359529
Journal Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Volume Number 73
Issue Number 4
e-ISSN 14359537
Language English
Publisher Springer Berlin Heidelberg
Publisher Date 2014-01-17
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Intensity-duration condition Continuous rainfall Mudflows Quantile-regression Yan’an Geotechnical Engineering & Applied Earth Sciences Geoengineering, Foundations, Hydraulics Geoecology/Natural Processes Nature Conservation
Content Type Text
Resource Type Article
Subject Geology Geotechnical Engineering and Engineering Geology
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