A DEM-Based Factor to Design Rock-Socketed Piles Considering Socket Roughness-Reference-Cited by-同舟云学术

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A DEM-Based Factor to Design Rock-Socketed Piles Considering Socket Roughness

Published:2021-01-10 Issue:7 Volume:54 Page:3409-3421
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Gutiérrez-Ch J. G.^ORCID,Senent S.^ORCID,Melentijevic S.^ORCID,Jimenez R.^ORCID

Funder

Ministerio de Economía, Industria y Competitividad, Gobierno de España

Fundación José Entrecanales Ibarra

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s00603-020-02347-1.pdf

Reference40 articles.

1. Bahaaddini M (2017) Effect of boundary condition on the shear behaviour of rock joints in the direct shear test. Rock Mech Rock Eng 50:1141–1155. https://doi.org/10.1007/s00603-016-1157-z

2. Dai G, Salgado R, Gong W, Zhu M (2017) The effect of sidewall roughness on the shaft resistance of rock-socketed piles. Acta Geotech 12(2):429–440. https://doi.org/10.1007/s11440-016-0470-8

3. Ding X, Zhang L, Zhu H, Zhang Q (2014) Effect of model scale and particle size distribution on PFC3D simulation results. Rock Mech Rock Eng 47(6):2139–2156. https://doi.org/10.1007/s00603-013-0533-1

4. Dykeman P, Valsangkar AL (1996) Model studies of socketed caisson in soft rock. Can Geotech J 33(5):747–759. https://doi.org/10.1139/t96-100-321

5. Gu XF, Seidel JP, Haberfield CM (2003) Direct shear test of sandstone-concrete joints. Int J Geomech 3:21–33. https://doi.org/10.1061/(ASCE)1532-3641(2003)3:1(21)

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