Analysis of uplift loads of precast-concrete piles in porous soils
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| Format: | Artículo científico |
| Language: | en |
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Universidade Nove de Julho
2006
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| _version_ | 1876463153582178304 |
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| author | Stélio Maia Menezes |
| author_facet | Stélio Maia Menezes |
| contents | Analysis of uplift loads of precast-concrete piles in porous soils Stélio Maia Menezes Paulo José da Rocha de Albuquerque David de Carvalho Ingeniería Piles Collapses soils Uplift loads tests This paper presents the analysis of uplift load tests in threeprecast-concrete piles carried out in a collapsible sandy soil.The piles with 12 meters (m) length and 0.17 x 0.17 squaremeter (m2) cross section were instrumented with strain gauges,in order to know the load transfer in depth. Three testsperformed in a slow maintained load way were conductedin a natural condition of moisture content soil. A fourth testwas carried out after the previous soaking of the soil aroundthe pile head. The tests were performed in the experimentalresearch site at the Universidade Estadual Paulista Júlio deMesquita Filho (Unesp). The results obtained were evaluatedby analytical and empirical methods. 2006 artículo científico 1678-5428 https://www.redalyc.org/articulo.oa?id=81040121 en http://www.redalyc.org/revista.oa?id=810 Exacta application/pdf Universidade Nove de Julho Exacta (Brasil) Num.1 Vol.4 |
| format | Artículo científico |
| id | redalyc_81040121 |
| institution | Redalyc |
| language | en |
| publishDate | 2006 |
| publisher | Universidade Nove de Julho |
| spellingShingle | Analysis of uplift loads of precast-concrete piles in porous soils Stélio Maia Menezes Ingeniería Piles Collapses soils Uplift loads tests Analysis of uplift loads of precast-concrete piles in porous soils Stélio Maia Menezes Paulo José da Rocha de Albuquerque David de Carvalho Ingeniería Piles Collapses soils Uplift loads tests This paper presents the analysis of uplift load tests in threeprecast-concrete piles carried out in a collapsible sandy soil.The piles with 12 meters (m) length and 0.17 x 0.17 squaremeter (m2) cross section were instrumented with strain gauges,in order to know the load transfer in depth. Three testsperformed in a slow maintained load way were conductedin a natural condition of moisture content soil. A fourth testwas carried out after the previous soaking of the soil aroundthe pile head. The tests were performed in the experimentalresearch site at the Universidade Estadual Paulista Júlio deMesquita Filho (Unesp). The results obtained were evaluatedby analytical and empirical methods. 2006 artículo científico 1678-5428 https://www.redalyc.org/articulo.oa?id=81040121 en http://www.redalyc.org/revista.oa?id=810 Exacta application/pdf Universidade Nove de Julho Exacta (Brasil) Num.1 Vol.4 |
| title | Analysis of uplift loads of precast-concrete piles in porous soils |
| topic | Ingeniería Piles Collapses soils Uplift loads tests |
| url | https://www.redalyc.org/articulo.oa?id=81040121 |