Journal article

THEORETICAL-ANALYSIS OF THE FALL CONE TEST

Abstract:: Presents a theoretical analysis of the fall cone test and a direct calculation of the undrained strength at the liquid limit. The analysis also allows a critical examination of the tolerances specified for the liquid limit device; it is found that the single most important factor affecting liquid limit is cone roughness. -from Author

Publication status:: Published

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APA Style

Houlsby, G. (1982). THEORETICAL-ANALYSIS OF THE FALL CONE TEST. GEOTECHNIQUE, 32(2), 111–118.

MLA Style

Houlsby, G. “THEORETICAL-ANALYSIS OF THE FALL CONE TEST.” GEOTECHNIQUE, vol. 32, no. 2, 1982, pp. 111–18.

Chicago Style

Houlsby, G. 1982. “THEORETICAL-ANALYSIS OF THE FALL CONE TEST.” GEOTECHNIQUE 32 (2): 111–18.
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Publisher copy:: 10.1680/geot.1982.32.2.111

Authors

+ Houlsby, G More by this author

Role:: Author

Journal:: GEOTECHNIQUE More from this journal
Volume:: 32
Issue:: 2
Pages:: 111-118
Publication date:: 1982-01-01
DOI:: 10.1680/geot.1982.32.2.111
EISSN:: 1751-7656
ISSN:: 0016-8505

Language:: English
Pubs id:: pubs:61723
UUID:: uuid:a9111a75-c74c-48cf-868f-b50ed01ecbf8
Local pid:: pubs:61723
Source identifiers:: 61723
Deposit date:: 2012-12-19

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Copyright date:: 1982

Licence:: Terms and Conditions of Use for Oxford University Research Archive

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