| Full text | |
| Author(s): |
Total Authors: 3
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| Affiliation: | [1] Univ Sao Paulo, Sch Engn, Grad Program Civil Engn, Av Prof Luciano Gualberto, Travessa 3, 380, BR-05508010 Sao Paulo, SP - Brazil
Total Affiliations: 1
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| Document type: | Journal article |
| Source: | SOILS AND FOUNDATIONS; v. 59, n. 6, p. 1675-1694, DEC 2019. |
| Web of Science Citations: | 0 |
| Abstract | |
Sand-concrete interface direct shear tests were used to investigate the effects of surface roughness, surface waviness, mean sand diameter and relative density on interface strength and behavior under different confinement conditions. Extreme concrete surface textures, including smooth, rough and rough-wavy textures, were reproduced. Surface plowing was assessed via image analysis, laser scanning and extended multifocal micrographs. The experimental results showed that smooth concrete surfaces exhibited high values of interfacial-to-internal friction angle ratios, ranging 88-90%, due to the angular shape of sand particles. The rough concrete surfaces generated higher interface strength than smooth concrete surfaces; however, the interface strength was still inferior to the surrounding sand strength. Surface plowing, which identified a mixed shear plane at the sand-concrete interface, was developed as particles were detached from the surface, thus inhibiting the interface friction angle from reaching the sand friction angle. Higher sand-concrete interface strength was achieved as surface waviness increased, and interface friction angles greater than the surrounding sand friction angle were reached. Under a constant normal stiffness condition, significantly high interface strength is achieved due to the increase of the current normal stress, which was directly influenced by the initial normal stress, stiffness, surface roughness, mean sand diameter and relative density; surface waviness did not have a marked effect on the normal stress variation. Based on these results, multiple regressions were proposed to estimate the sand-concrete interface strength by the interfacial-to-internal friction angle ratio and the effect of the constant normal stiffness condition. (C) 2019 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society. (AU) | |
| FAPESP's process: | 17/07341-9 - Study of the shaft friction degradation of piles under cyclic axial loading in wind turbine foundations |
| Grantee: | Andrei Nardelli |
| Support Opportunities: | Scholarships in Brazil - Master |