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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. Estimation of limestone rock mass deformation modulus using empirical equations
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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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Estimation of limestone rock mass deformation modulus using empirical equations

Content Provider Springer Nature Link
Author Ajalloeian, Rassoul Mohammadi, Mojtaba
Copyright Year 2013
Abstract Determining the geomechanical parameters of rock masses at dam sites is a very important task. Different methods of determining these parameters have been proposed, depending on various factors such as the study phase, facilities, budget, and the time available. The deformation modulus is an important input parameter in any analysis of rock mass behavior. In the present study, the deformation modulus of the rock mass at the site of the Khersan II double-arch concrete dam was investigated using different field and experimental methods. The Khersan II Dam is located in the southwest of Lordegan, Chaharmahal Bakhtiary Province, Iran. The predominant formation at the site of the dam is the Upper Asmari limestone. The results of in situ tests such as plate load tests (PLTs) were analyzed to determine the deformation modulus, using the ASTM standard, Unal, and ISRM methods. These results were then compared to one another and interpreted. After that, engineering classification parameters such as RMR, GSI, and Q were evaluated at the same site that the PLTs were performed. Finally, the correlations between these classification ratings and the in situ deformation modulus of the rock mass were assessed, and some formulae for determining the deformation modulus of the rock mass at the Khersan II Dam site were derived. The accuracy and credibility of every formula was evaluated. These formulae for estimating the deformation modulus of the rock mass at the Khersan II Dam site were found to be highly accurate compared to other similar formulae.
Starting Page 541
Ending Page 550
Page Count 10
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 2013-12-01
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Khersan II Dam site Rock mass classification Plate load test (PLT) Deformation modulus Empirical equations Asmari limestone 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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