Static penetration resistance of soils
Thesis (M.Eng.)--Memorial University of Newfoundland, 1979. Engineering and Applied Science Bibliography: leaves 189-193. In-situ tests play an important role in geotechnical investigations, particularly in situations where the problems of sample recovery and the consequent sample disturbance are se...
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ftmemorialunivdc:oai:collections.mun.ca:theses2/52908 2023-05-15T17:23:34+02:00 Static penetration resistance of soils Abdel-Gawad, Sameh Memorial University of Newfoundland. Faculty of Engineering and Applied Science 1979 xxiii, 226 leaves : ill. Image/jpeg; Application/pdf http://collections.mun.ca/cdm/ref/collection/theses2/id/52908 Eng eng Electronic Theses and Dissertations (41.79 MB) -- http://collections.mun.ca/PDFs/theses/Abdel-Gawad_SamehMohamed.pdf 75032256 http://collections.mun.ca/cdm/ref/collection/theses2/id/52908 The author retains copyright ownership and moral rights in this thesis. Neither the thesis nor substantial extracts from it may be printed or otherwise reproduced without the author's permission. Paper copy kept in the Centre for Newfoundland Studies, Memorial University Libraries Soil penetration test Penetrometers Text Electronic thesis or dissertation 1979 ftmemorialunivdc 2015-08-06T19:16:35Z Thesis (M.Eng.)--Memorial University of Newfoundland, 1979. Engineering and Applied Science Bibliography: leaves 189-193. In-situ tests play an important role in geotechnical investigations, particularly in situations where the problems of sample recovery and the consequent sample disturbance are severe limitations. -- This thesis is part of an ongoing research on penetrometers at Memorial University of Newfoundland. The results reported here are for two cone penetrometers, 35.6 mm and 76.2 mm diameter, which were used in a static mode. -- Different theoretical and experimental results are available in the literature to define the failure mechanism associated with the penetration resistance of cones into soils. -- Strength parameters and penetrometer interaction properties of fine sand and silty clay were determined using the conventional triaxial and direct shear tests. The results were then used as the basis for theoretical prediction of the penetration resistance after explicitly accounting for penetrometer base apex angle, penetrometer size and roughness. Comparison of unit penetration resistance values measured in controlled laboratory tests and predicted by theory subsequently permitted the suggestion of the most appropriate method for the penetration mechanism. -- Methods for evaluating in-situ shear strength of soils from measured cone penetration resistance are suggested. Values of shear strength parameters (C and o) are determined and compared with those of other investigators. Thesis Newfoundland studies University of Newfoundland Memorial University of Newfoundland: Digital Archives Initiative (DAI) |
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Memorial University of Newfoundland: Digital Archives Initiative (DAI) |
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English |
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Soil penetration test Penetrometers |
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Soil penetration test Penetrometers Abdel-Gawad, Sameh Static penetration resistance of soils |
topic_facet |
Soil penetration test Penetrometers |
description |
Thesis (M.Eng.)--Memorial University of Newfoundland, 1979. Engineering and Applied Science Bibliography: leaves 189-193. In-situ tests play an important role in geotechnical investigations, particularly in situations where the problems of sample recovery and the consequent sample disturbance are severe limitations. -- This thesis is part of an ongoing research on penetrometers at Memorial University of Newfoundland. The results reported here are for two cone penetrometers, 35.6 mm and 76.2 mm diameter, which were used in a static mode. -- Different theoretical and experimental results are available in the literature to define the failure mechanism associated with the penetration resistance of cones into soils. -- Strength parameters and penetrometer interaction properties of fine sand and silty clay were determined using the conventional triaxial and direct shear tests. The results were then used as the basis for theoretical prediction of the penetration resistance after explicitly accounting for penetrometer base apex angle, penetrometer size and roughness. Comparison of unit penetration resistance values measured in controlled laboratory tests and predicted by theory subsequently permitted the suggestion of the most appropriate method for the penetration mechanism. -- Methods for evaluating in-situ shear strength of soils from measured cone penetration resistance are suggested. Values of shear strength parameters (C and o) are determined and compared with those of other investigators. |
author2 |
Memorial University of Newfoundland. Faculty of Engineering and Applied Science |
format |
Thesis |
author |
Abdel-Gawad, Sameh |
author_facet |
Abdel-Gawad, Sameh |
author_sort |
Abdel-Gawad, Sameh |
title |
Static penetration resistance of soils |
title_short |
Static penetration resistance of soils |
title_full |
Static penetration resistance of soils |
title_fullStr |
Static penetration resistance of soils |
title_full_unstemmed |
Static penetration resistance of soils |
title_sort |
static penetration resistance of soils |
publishDate |
1979 |
url |
http://collections.mun.ca/cdm/ref/collection/theses2/id/52908 |
genre |
Newfoundland studies University of Newfoundland |
genre_facet |
Newfoundland studies University of Newfoundland |
op_source |
Paper copy kept in the Centre for Newfoundland Studies, Memorial University Libraries |
op_relation |
Electronic Theses and Dissertations (41.79 MB) -- http://collections.mun.ca/PDFs/theses/Abdel-Gawad_SamehMohamed.pdf 75032256 http://collections.mun.ca/cdm/ref/collection/theses2/id/52908 |
op_rights |
The author retains copyright ownership and moral rights in this thesis. Neither the thesis nor substantial extracts from it may be printed or otherwise reproduced without the author's permission. |
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1766113397082947584 |