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  • Articles  (2)
  • cemented sand  (2)
  • 1995-1999  (2)
  • 1980-1984
  • 1960-1964
  • Architecture, Civil Engineering, Surveying  (2)
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  • Articles  (2)
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  • 1995-1999  (2)
  • 1980-1984
  • 1960-1964
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  • Architecture, Civil Engineering, Surveying  (2)
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  • 1
    Electronic Resource
    Electronic Resource
    Behavior of cemented sands - II. Modelling (1997)
    New York, NY [u.a.] : Wiley-Blackwell
    International Journal for Numerical and Analytical Methods in Geomechanics 21 (1997), S. 549-568 
    Details
    ISSN: 0363-9061
    Keywords: cemented sand ; constitutive model ; multiphase material ; strength ; dilatancy ; Engineering ; Civil and Mechanical Engineering
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: This is the companion paper to a study the triaxial testing of cemented sands. The focus here is turned to the constitutive modelling of cemented sands. A novel micromechanical approach that considers the multi-phase nature of cemented sands, is presented in which the clean sand, the cementing bond and the pore water pressure are modelled independently. The model is verified using a series of triaxial compression experiments on 2, 4 and 6 per cent cemented specimens, that were the subject of the companion paper. © 1997 John Wiley & Sons, Ltd.
    Additional Material: 14 Ill.
    Type of Medium: Electronic Resource
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    Paper (German National Licenses)
  • 2
    Electronic Resource
    Electronic Resource
    Behavior of cemented sands - I. Testing (1997)
    New York, NY [u.a.] : Wiley-Blackwell
    International Journal for Numerical and Analytical Methods in Geomechanics 21 (1997), S. 533-547 
    Details
    ISSN: 0363-9061
    Keywords: cemented sand ; size ; slenderness ; triaxial testing ; stress-strain ; Engineering ; Civil and Mechanical Engineering
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: This paper is accompanied by a study on constitutive modelling issues of cemented sands. The concentration here is on experimental issues related to the triaxial testing of cemented sands. A preliminary investigation is performed aiming to identify potential effects of specimen size and slenderness on the stress-strain-strength characteristics of cemented sands. A comprehensive experimental study follows where clean sand specimens, as well as specimens with 2, 4 and 6 per cent cement content, are tested. The aim of the study is to examine the effects of cement content and confinement on the shear strength, stiffness, softening and dilation characteristics of cemented sand. © 1997 John Wiley & Sons, Ltd.
    Additional Material: 29 Ill.
    Type of Medium: Electronic Resource
    Location Call Number Expected Availability
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    Paper (German National Licenses)
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