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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 2, May 2014
  4. Boundary demarcation of the damaged cultivated land caused by coal mining subsidence
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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
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
Introduction to the thematic set of papers on the quantitative analysis of landslide risk
Recommendations for the quantitative analysis of landslide risk
Vulnerability assessment for reinforced concrete buildings exposed to landslides
An expert judgement approach to determining the physical vulnerability of roads to debris flow
Assessment of socioeconomic vulnerability to landslides using an indicator-based approach: methodology and case studies
Identification of landslide hazard and risk ‘hotspots’ in Europe
Simulation modelling for groundwater safety in an overexploitation situation: the Maggiore Valley context (Piedmont, Italy)
Geophysical investigations for groundwater in a hard rock terrain, Salem district, Tamil Nadu, India
Landfill site selection utilizing TOPSIS methodology and clay liner geotechnical characterization: a case study for Ankara, Turkey
Geohydrological properties of selected badland sediments in Saskatchewan, Canada
On the observational method for groundwater control in the Northern Link tunnel project, Stockholm, Sweden
The genesis and the hydrogeological features of the Turin Po Plain fontanili, typical lowland springs in Northern Italy
EPB tunneling challenges in bouldery ground: a new experience on the Tabriz metro line 1, Iran
Influence of dip directions on the main deformation region of layered rock around tunnels
Étude de l'effondrement inattendu du tunnel Ampurdan (Espagne) en utilisant un modèle par éléments finis
Investigation into in situ stress fields in the asymmetric V-shaped river valley at the Wudongde dam site, southwest China
Geotechnical characteristics of Bakhtiary dam site, SW Iran: the highest double-curvature dam in the world
Foundation consolidation grouting applications in Deriner Dam and Hydroelectric Power Plant (Artvin, Turkey)
Time-dependent damage constitutive model for the marble in the Jinping II hydropower station in China
Experimental research on the evolution laws of soil fabric of compacted clay liner in a landfill final cover under the dry–wet cycle
On the use of the RMR system for estimation of rock mass deformation modulus
Estimation of limestone rock mass deformation modulus using empirical equations
Une nouvelle approche géométrique pour la modélisation géologique 3-D
Petrophysical properties and durability of granites employed as building stone: a comprehensive evaluation
“Plagioclase solution degree index”: a new index to evaluate the weathering degree of granite
Investigation of the effects of wetting–drying and freezing–thawing cycles on some physical and mechanical properties of selected ignimbrites
Stabilization of clay soils using lime and effect of pH variations on shear strength parameters
Boundary demarcation of the damaged cultivated land caused by coal mining subsidence
Deterministic seismic hazard assessments for Taiwan considering non-controlling seismic sources
Seismic, ground motion and geotechnical characteristics of the 2011 Van-Erciş and Van-Edremit earthquakes of Turkey, and assessment of geotechnical damages
Environmental and mechanical aspects of an anchored mesh for stabilisation of a cliff at La Alhambra
Reply to discussion by Işık Yilmaz, Hakan A. Nefeslioglu, Marian Marschalko, Martin Bednarik: Landslide susceptibility mapping of the Sea to Sky transportation corridor, British Columbia, Canada: comparison of two methods by A. Blais-Stevens, P. Behnia, M. Kremer, A. Page, R. Kung, and G. F. Bonham-Carter, Bulletin of Engineering Geology and the Environment, 2012, 71(3):447–466. doi:10.1007/s10064-012-0421-z
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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Boundary demarcation of the damaged cultivated land caused by coal mining subsidence

Content Provider Springer Nature Link
Author Xu, Xianlei Zhao, Yanling Hu, Zhenqi Yu, Yang Shao, Fang
Copyright Year 2013
Abstract Due to the subsidence caused by coal mining activities, the cultivated land in the eastern plain of China has suffered serious damage. Currently, there is no criterion for demarcating damaged cultivated land for crop compensation, land requisition, and/or land reclamation. This paper describes the development of a new method and assessment criterion for determining the boundaries of damaged cultivated land caused by coal mining subsidence. A damage evaluation indicator system is proposed, based on the analysis of the subsidence influence and land damage types. The establishment of demarcation criterion is achieved by comprehensively analyzing the influence of the groundwater depth, surface inclination, chemical pollution, and the visual cultivated land sensitivity (VCLS). To assist the practicality of using this system, a digital elevation model (DEM) and additional information about the surface slopes of the Yanzhou coal mining area are generated; this enables the damaged cultivated land to be classified into three grades. The results reveal that the most important mild-damage boundary for Yanzhou coal mining area can be determined by the 45-mm sinking line, or additional slope greater than 0.5° (inclination is equal to 9 mm m−1), or the VCLS value at 0.6; it is feasible for the criterion to be the reference basis for the boundary demarcation.
Starting Page 621
Ending Page 633
Page Count 13
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 2
e-ISSN 14359537
Language English
Publisher Springer Berlin Heidelberg
Publisher Date 2014-01-03
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Damaged cultivated land Boundary demarcation Coal mining subsidence Damage evaluation indicator system Chemical pollution Visual cultivated land sensitivity 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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