Zobrazeno 1 - 6
of 6
pro vyhledávání: '"A. I. Droudakis"'
Autor:
A. I. Droudakis, Dimitrios Christodoulou, Nikolaos Alamanis, Ioannis Chouliaras, Philotheos Lokkas, I. N. Markou
Publikováno v:
WSEAS TRANSACTIONS ON ADVANCES in ENGINEERING EDUCATION. 18:175-191
Grouting includes a range of processes that involve the injection of wet or dry materials into the ground to provide improved engineering properties. Common aims are to increase strength or stiffness or to reduce permeability within the mass of groun
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::035ffc27f0d21568b0a5e2c503d7a4dc
https://doi.org/10.37394/232010.2021.18.18
https://doi.org/10.37394/232010.2021.18.18
Autor:
I. N. Markou, A. I. Droudakis
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 166:177-186
Unconsolidated–undrained (single and multi-stage) triaxial compression tests were conducted to evaluate the shear strength of microfine cement grouted sands. Microfine cements of three different types were obtained by pulverising ordinary cements p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e149f8c2037f792417dcf2e2be15bf9
https://doi.org/10.1680/grim.12.00016
https://doi.org/10.1680/grim.12.00016
Autor:
A. I. Droudakis, I. N. Markou
Publikováno v:
Geotechnical and Geological Engineering. 31:1041-1058
An experimental investigation was conducted in order to evaluate the influence of distance from the injection point and of parameters pertinent to the cement, the suspension and the sand on the effectiveness of microfine cement grouts. Three differen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb0ab3017aff170b5c63169167db3c44
https://doi.org/10.1007/s10706-013-9631-9
https://doi.org/10.1007/s10706-013-9631-9
Autor:
E. Chaniotakis, A. I. Droudakis, S.K. Antiohos, Ioannis A. Pantazopoulos, Dimitrios Christodoulou, Dimitrios K. Atmatzidis, I. N. Markou
Publikováno v:
Cement and Concrete Composites. 34:593-603
Three different cements (CEM I, CEM II/B-M and CEM IV/B according to EN 197-1) containing 0%, 23.5% and 38% of pozzolan, respectively, were pulverized to obtain three additional gradations from each cement, with nominal maximum grain sizes of 40, 20
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::446c3e2f71b2405033aff386dcf2d978
https://doi.org/10.1016/j.cemconcomp.2012.01.009
https://doi.org/10.1016/j.cemconcomp.2012.01.009
Publikováno v:
Grouting and Deep Mixing 2012.
Unconsolidated-undrained (single and multi-stage) and consolidatedundrained triaxial compression tests with pore water pressure measurement were conducted to evaluate the deformability and shear strength parameters of microfine cement grouted sands.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0667a70ba68ec3f668d5077a28a44a36
https://doi.org/10.1061/9780784412350.0147
https://doi.org/10.1061/9780784412350.0147
Autor:
I. N. Markou, A. I. Droudakis
Publikováno v:
Experimental Analysis of Nano and Engineering Materials and Structures ISBN: 9781402062384
Geotextile reinforced soil is used in a large number of applications because of its cost and engineering effectiveness. Free draining granular materials, e.g. sands, are specified as backfill material for reinforced soil structures. However, difficul
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d64508a74f0629cd0115751d5eae613
https://doi.org/10.1007/978-1-4020-6239-1_49
https://doi.org/10.1007/978-1-4020-6239-1_49
