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  1. Soil Mechanics and Foundation Engineering
  2. Soil Mechanics and Foundation Engineering : Volume 47
  3. Soil Mechanics and Foundation Engineering : Volume 47, Issue 4, November 2010
  4. Hydraulic fracturing in a cubic soil specimen
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Soil Mechanics and Foundation Engineering : Volume 54
Soil Mechanics and Foundation Engineering : Volume 53
Soil Mechanics and Foundation Engineering : Volume 52
Soil Mechanics and Foundation Engineering : Volume 51
Soil Mechanics and Foundation Engineering : Volume 50
Soil Mechanics and Foundation Engineering : Volume 49
Soil Mechanics and Foundation Engineering : Volume 48
Soil Mechanics and Foundation Engineering : Volume 47
Soil Mechanics and Foundation Engineering : Volume 47, Issue 6, January 2011
Soil Mechanics and Foundation Engineering : Volume 47, Issue 5, December 2010
Soil Mechanics and Foundation Engineering : Volume 47, Issue 4, November 2010
Substructure installation at the State Academic Marinsky Theater building in Saint Petersburg
Procedure for zoning land in Moscow for construction of deep-seated entities
Bearing capacity of compression-bent piles in permafrost
Hydraulic fracturing in a cubic soil specimen
Allowable bearing pressure in soils and rocks through dynamic wave velocities
Characteristics of the proneness of soils to slump-type settlement
Soil Mechanics and Foundation Engineering : Volume 47, Issue 3, September 2010
Soil Mechanics and Foundation Engineering : Volume 47, Issue 2, July 2010
Soil Mechanics and Foundation Engineering : Volume 47, Issue 1, May 2010
Soil Mechanics and Foundation Engineering : Volume 46
Soil Mechanics and Foundation Engineering : Volume 45
Soil Mechanics and Foundation Engineering : Volume 44
Soil Mechanics and Foundation Engineering : Volume 43
Soil Mechanics and Foundation Engineering : Volume 42
Soil Mechanics and Foundation Engineering : Volume 41
Soil Mechanics and Foundation Engineering : Volume 40
Soil Mechanics and Foundation Engineering : Volume 39
Soil Mechanics and Foundation Engineering : Volume 38
Soil Mechanics and Foundation Engineering : Volume 37
Soil Mechanics and Foundation Engineering : Volume 36
Soil Mechanics and Foundation Engineering : Volume 35
Soil Mechanics and Foundation Engineering : Volume 34

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Hydraulic fracturing in a cubic soil specimen

Content Provider Springer Nature Link
Author Wang, J. J. Liu, Y. X.
Copyright Year 2010
Abstract Based on fracture testing results for a cohesive soil, a new criterion for hydraulic fracturing in cohesive soil was suggested. From the criterion, the mechanism of hydraulic fracturing in a cubic soil specimen was investigated. The envelope-shaped crack prefabricated in the cubic soil specimen was propagated by increasing water pressure in the crack. The propagation of the crack may occur in mixed mode I-II or mode I. While the crack face is not perpendicular to any of the maximum, medium and minor principal stresses on the specimen surfaces, its propagation may occur in mixed mode I-II. But while the crack face is perpendicular to the minor principal stress, the crack is the most likely propagating one, and its propagation may occur in mode I.
Starting Page 136
Ending Page 142
Page Count 7
File Format PDF
ISSN 00380741
Journal Soil Mechanics and Foundation Engineering
Volume Number 47
Issue Number 4
e-ISSN 15739279
Language English
Publisher Springer US
Publisher Date 2010-11-18
Publisher Place Boston
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Geoengineering, Foundations, Hydraulics Civil Engineering Geotechnical Engineering
Content Type Text
Resource Type Article
Subject Geotechnical Engineering and Engineering Geology Ocean Engineering Soil Science Energy Water Science and Technology
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