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  • 1
    Monograph available for loan
    Monograph available for loan
    London [u.a.] : Acad. Press
    Call number: O 3623 ; G 8317 ; 6194
    Type of Medium: Monograph available for loan
    Pages: IX, 214 S. : Ill., graph. Darst., Kt.
    Location: Upper compact magazine
    Location: Upper compact magazine
    Location: Upper compact magazine
    Branch Library: GFZ Library
    Branch Library: GFZ Library
    Branch Library: GFZ Library
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    International journal of earth sciences 51 (1962), S. 405-439 
    ISSN: 1437-3262
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract The contact strain which develops in a host rock during compression-folding of a more “competent” layer is treated mathematically and demonstrated by tests on composite models of rubber sheets and blocks with different rigidities. The contact strain is found to be negligible outside a zone about one initial wavelength wide on either side of the folded sheet. This theoretical conclusion based upon the contact deformation resulting from the initial small-amplitude buckles is also, according to the experimental tests, valid for rather strong buckling. Second-order folding of a thin “competent” layer laying within the contact zone of a thicker buckled “competent” layer is demonstrated by experimental tests. Considerations of the stresses connected with the contact strain and the stress distribution in the buckling “competent” layer itself give a simple expression for the initial stable wavelength which develops in response to compression parallel to the layering. The strain distribution in folded multilayers consisting of a set of thin “competent” sheets evenly spaced in an uniform less “competent” body is considered theoretically. In such multilayers the stable initial wavelength as developed during compression will, according to the theory, increase somewhat with decreasing spacing between the “competent” layers if all other conditions are equal. If the spacing is close enough (the limit depends upon the relative mechanical properties of the two substances) the multilayer will buckle as an unit in the sense that one half-wave covers the whole length of the body. This agrees with compression tests on multilayered rubber blocks. In the last two sections of the paper a theory of viscous buckling of thick layers is developed both for the case of a single layer enclosed in a large uniform body and for the case of a multilayer of alternating “competent” and “incompetent” layers. In this theory shear parallel to layering plays an important part. For a single embedded layer the thick-layer model gives a little smaller wavelength/thickness ratio than the simple but less realistic thin-layer model. For multilayers strain parallel to layering becomes very significant, particularly when the spacing between the competent layers is small, and the thick-layer model differs considerably from the simpler thin-layer model. A theory of buckling of a multilayer withn alternating competent-incompetent layers sandwiched between two very thick uniform bodies is also developed.
    Type of Medium: Electronic Resource
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  • 3
    Publication Date: 1962-08-01
    Print ISSN: 0016-7835
    Electronic ISSN: 1432-1149
    Topics: Geosciences
    Published by Springer
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