Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Alain Holeyman"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 12, Iss 5, Pp 1103-1111 (2020)
Much empiricism is involved in design of rock-socketed piles in rock masses. In light of this, an analytical solution based on the cavity expansion theory is proposed for calculating the ultimate bearing capacity at the tip of a pile embedded in rock
Externí odkaz:
https://doaj.org/article/6fe006f0d3b74ffeadb95e0cdccde8e7
Publikováno v:
Rock Mechanics and Rock Engineering, Vol. 52, no. 19, p. 1-15 (2019)
An unified approach is presented for the analysis of the expansion of both cylindrical and spherical cavities in an infinite elastic–perfectly plastic “Hoek–Brown” (H–B) material. The H–B failure criterion expressed in scaled form is adop
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3f0124164b6cf80481795666a7e840cf
https://doi.org/10.1007/s00603-019-01920-7
https://doi.org/10.1007/s00603-019-01920-7
Autor:
E Dupont, N. Huybrechts, P. Menge, G. Simon, Jean-Louis Hilde, Alain Holeyman, Bénédicte Bauduin, P. Debacker, F. De Cock, M. Bottiau, Christian Legrand, Jean-Pierre Miller
Publikováno v:
Design of Axially Loaded Piles European Practice ISBN: 9781003078135
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::168d68694d1a4752766b57fda07f5a66
https://doi.org/10.1201/9781003078135-9
https://doi.org/10.1201/9781003078135-9
Publikováno v:
Screw Piles – Installation and Design in Stiff Clay ISBN: 9781003078715
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f18bb3c9ddb2ab9dcb69fddf47c19aa
https://doi.org/10.1201/9781003078715-10
https://doi.org/10.1201/9781003078715-10
Autor:
Proserpine Peralta, Sunil Chenicheri Pulukul, Jean-Christophe Ballard, Alain Holeyman, Valérie Whenham
Publikováno v:
Volume 10: Offshore Geotechnics.
The assessment of monopile installation by means vibratory driving is discussed for a platform located in the Dutch Sector of the North Sea. The vibratory driving analysis of the 4.7 m diameter monopile was performed using the “Hypervib” method i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e8425245c590c82194bf7f8c34270d51
https://doi.org/10.1115/omae2020-19204
https://doi.org/10.1115/omae2020-19204
Autor:
Alain Holeyman, H. de Chaunac
Publikováno v:
Géotechnique. 68:332-344
When a pile is driven into the ground, soil standing in the path of the pile is heavily distorted as it has to cede for the penetrating pile. At the end of installation, this soil is left in a distressed state, which progressively evolves to an equil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62da224101fee8733a224e64b4bbdf53
https://doi.org/10.1680/jgeot.16.p.229
https://doi.org/10.1680/jgeot.16.p.229
Autor:
Nicolas Denies, Alain Holeyman
Publikováno v:
Soil Dynamics and Earthquake Engineering. 95:106-117
The present paper first provides a state-of-the-art review of experimental researches characterizing the shear strength degradation of vibrated dry sand. Once subjected to vibrations, the shear strength of dry sand exponentially decreases with the ac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e63d38b4a4431df540ac3285a81d2740
https://doi.org/10.1016/j.soildyn.2017.01.039
https://doi.org/10.1016/j.soildyn.2017.01.039
Autor:
Alain Holeyman, Valérie Whenham
Publikováno v:
Geotechnical and Geological Engineering. 35:1933-1951
The vibratory driving technique is used for driving piles, sheet piles, tubes and rods into the ground by imparting to the element a longitudinal periodic motion. The small amplitude vibrations induced by the equipment reduce the ground resistance wh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b9fe357aa739d7eb433a9bd90726ece6
https://doi.org/10.1007/s10706-017-0218-8
https://doi.org/10.1007/s10706-017-0218-8