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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 74
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74, Issue 3, August 2015
  4. Experimental study on cracking damage characteristics of a soil and rock mixture by UPV testing
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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 74, Issue 4, November 2015
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74, Issue 3, August 2015
Comparison of undrained shear strength by pressuremeter and other tests, and numerical assessment of the effect of finite probe length in pressuremeter tests
Prediction of the soil-water characteristic curve based on the specific surface area of fine-grained soils
Assessment of empirical equations for the compression index of fine-grained soils in Missouri
Depositional environment and geotechnical properties of Shanghai clay: a comparison with Ariake and Bangkok clays
Stress–strain behaviour of the sediments in the tertiary basins associated with the Alentejo–Plasencia fault in the province of Caceres (Spain)
Prediction of the unconfined compressive strength of soft rocks: a PSO-based ANN approach
Shear strength properties of Dimitrovgrad flysch, Southeastern Serbia
Experimental study on cracking damage characteristics of a soil and rock mixture by UPV testing
Geostatistical modeling of uniaxial compressive strength along the axis of the Behesht-Abad tunnel in Central Iran
Improving geological models of projects by risk management: the Ponserand tunnel
Assessment of the effect of stress anisotropy on tunnel deformation in the Kaligandaki project in the Nepal Himalaya
Development of artificial neural networks and multiple regression models for the NATM tunnelling-induced settlement in Niayesh subway tunnel, Tehran
Permeability and groutability appraisal of the Nargesi dam site in Iran based on the secondary permeability index, joint hydraulic aperture and Lugeon tests
Investigation of the geological and geotechnical characteristics of the Tanguyeh dam site in southeastern Iran
Vibrations au sol prédiction dans quarry dynamitage à travers un réseau neural artificiel optimisé par une concurrence impérialiste algorithme
Experimental investigation of hydraulic fracture propagation in fractured blocks
Erratum to: Experimental investigation of hydraulic fracture propagation in fractured blocks
An assessment on the indirect determination of the volumetric block proportion of Misis fault breccia (Adana, Turkey)
Relationship between landslide stability and reservoir water level variation
GIS-based three-dimensional slope stability analysis considering rainfall infiltration
Deformation response of the Huangtupo landslide to rainfall and the changing levels of the Three Gorges Reservoir
Rock slope deformation mechanism in the Cihaxia Hydropower Station, Northwest China
Engineering geological properties of the pyroclastic cone-shaped rocky houses of Kandovan, Iran
Borehole seismic surveys for the mechanical characterization of a calcarenite cliff in the area of Ispica (southern Sicily)
Smectite clay identification and quantification as an indicator of basic igneous rock durability
Rapid field evaluation of the strength of cement-stabilized clayey soil
Analysis of the historical collapse of an abandoned underground chalk mine in 1961 in Clamart (Paris, France)
Interactions of overburden failure zones due to multiple-seam mining using longwall caving
Assessment of the earthquake potential of the west Aegean region of Turkey based on seismicity, tectonics, crustal deformation and geo-archaeological evidence and its geotechnical aspects
Crustal stress changes and characteristics of damage to geo-engineering structures induced by the Great East Japan Earthquake of 2011
An introduction to the karst geomorphology of the Bisetun–Taqe Bostan historical region (northeast Kermanshah, Iran) with special emphasis on karst development as a serious threat for the UNESCO World Heritage Site
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74, Issue 2, May 2015
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74, Issue 1, February 2015
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 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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Experimental study on cracking damage characteristics of a soil and rock mixture by UPV testing

Content Provider Springer Nature Link
Author Wang, Y. Li, X.
Copyright Year 2014
Abstract This paper investigates the ultrasonic pulse velocity (UPV), mechanical properties and cracking characteristics of a soil and rock mixture (SRM) with varying rock percentages under uniaxial compression. Cylindrical SRM specimens (50 mm diameter and 100 mm height) with rock percentages of 20, 30, 40 and 50  % were produced to perform a series of uniaxial compressive strength (UCS) tests. A P-wave transducer (500 kHz) and associated equipment were employed for all the testing to record the ultrasonic parameters during the whole deformation process. Test results indicates the UCS and UPV decreased with increasing rock percentages for all specimens. The failure mechanism of all specimens showed a splitting-sliding mixed pattern; macro-cracks have a direction of 0°–10° parallel or sub-parallel to the normal stress. In addition, an equation was proposed for the relationship between UPV and crack width. Crack initiation stress was lower for specimens with a high rock percentage. The crack initiation stress level was about 0.2–0.5 times of peak-strength, and the total width of cracks was about 2–5 mm at peak-strength. Based on the width of cracks and UPV, the total stress–strain curve was divided into three stages: the linear-elastic stage; the damage initiation and stable development stage; and the damage acceleration stage. Moreover, a three-stage damage evolution equation and constitutive model were established and compared with the testing data. These results confirm that the UPV and mechanical properties of SRMs are closely related to the rock percentage. In this regard, the UPV test can be suitably exploited for determing the cracking evolution characteristics for SRM.
Starting Page 775
Ending Page 788
Page Count 14
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 74
Issue Number 3
e-ISSN 14359537
Language English
Publisher Springer Berlin Heidelberg
Publisher Date 2014-09-30
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Soil and rock mixture (SRM) UPV testing Mechanical properties Cracking characteristics 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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