THE EFFECTS OF PRESSUREMETER GEOMETRY ON THE RESULTS OF TESTS IN CLAY
The effects of the geometry of a self-boring pressuremeter on the results that would be obtained from tests in clay have been studied by means of finite element analysis. This technique has enabled a parametric study to be carried out without the complicating factors of test variability that are inh...
| Autors principals: | , |
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| Format: | Journal article |
| Idioma: | English |
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1993
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| _version_ | 1826261445511217152 |
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| author | Houlsby, G Carter, J |
| author_facet | Houlsby, G Carter, J |
| author_sort | Houlsby, G |
| collection | OXFORD |
| description | The effects of the geometry of a self-boring pressuremeter on the results that would be obtained from tests in clay have been studied by means of finite element analysis. This technique has enabled a parametric study to be carried out without the complicating factors of test variability that are inherent in field testing. The depth of the pressuremeter below the ground surface in a homogeneous clay deposit was found to have little effect on the measurement of the elastic strength properties, even for very shallow tests. -from Authors |
| first_indexed | 2024-03-06T19:21:34Z |
| format | Journal article |
| id | oxford-uuid:1a473bd7-f99d-4d9f-a9de-94bd2b463919 |
| institution | University of Oxford |
| language | English |
| last_indexed | 2024-03-06T19:21:34Z |
| publishDate | 1993 |
| record_format | dspace |
| spelling | oxford-uuid:1a473bd7-f99d-4d9f-a9de-94bd2b4639192022-03-26T10:53:51ZTHE EFFECTS OF PRESSUREMETER GEOMETRY ON THE RESULTS OF TESTS IN CLAYJournal articlehttp://purl.org/coar/resource_type/c_dcae04bcuuid:1a473bd7-f99d-4d9f-a9de-94bd2b463919EnglishSymplectic Elements at Oxford1993Houlsby, GCarter, JThe effects of the geometry of a self-boring pressuremeter on the results that would be obtained from tests in clay have been studied by means of finite element analysis. This technique has enabled a parametric study to be carried out without the complicating factors of test variability that are inherent in field testing. The depth of the pressuremeter below the ground surface in a homogeneous clay deposit was found to have little effect on the measurement of the elastic strength properties, even for very shallow tests. -from Authors |
| spellingShingle | Houlsby, G Carter, J THE EFFECTS OF PRESSUREMETER GEOMETRY ON THE RESULTS OF TESTS IN CLAY |
| title | THE EFFECTS OF PRESSUREMETER GEOMETRY ON THE RESULTS OF TESTS IN CLAY |
| title_full | THE EFFECTS OF PRESSUREMETER GEOMETRY ON THE RESULTS OF TESTS IN CLAY |
| title_fullStr | THE EFFECTS OF PRESSUREMETER GEOMETRY ON THE RESULTS OF TESTS IN CLAY |
| title_full_unstemmed | THE EFFECTS OF PRESSUREMETER GEOMETRY ON THE RESULTS OF TESTS IN CLAY |
| title_short | THE EFFECTS OF PRESSUREMETER GEOMETRY ON THE RESULTS OF TESTS IN CLAY |
| title_sort | effects of pressuremeter geometry on the results of tests in clay |
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