NGUYEN, Giang, Terezie VONDRÁČKOVÁ, Marian DRUSA, Luboš KOVALČÍK and Ondrej STOPKA. Sensibility of Sandy Soils Shear Strength Parameters on a Size of Spread Foundation. Online. In Marian Drusa, Marian Marschalko, Isik Yilmaz, Andrea Segallini, Anna Maria Ferrero, Martin Bednarik. Procedia Earth and Planetary Science, vol. 15 : The World Multidisciplinary Earth Sciences Symposium, WMESS 2015. Amsterdam: Elsevier, 2015, p. 304-308. ISSN 1878-5220. |
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@inproceedings{31942, author = {Nguyen, Giang and Vondráčková, Terezie and Drusa, Marian and Kovalčík, Luboš and Stopka, Ondrej}, address = {Amsterdam}, booktitle = {Procedia Earth and Planetary Science, vol. 15 : The World Multidisciplinary Earth Sciences Symposium, WMESS 2015}, editor = {Marian Drusa, Marian Marschalko, Isik Yilmaz, Andrea Segallini, Anna Maria Ferrero, Martin Bednarik}, keywords = {polyester fibres; soil improvement; random reinforcement; direct shear test; angle of internal friction; cohesion.}, howpublished = {elektronická verze "online"}, language = {eng}, location = {Amsterdam}, pages = {304-308}, publisher = {Elsevier}, title = {Sensibility of Sandy Soils Shear Strength Parameters on a Size of Spread Foundation}, year = {2015} }
TY - JOUR ID - 31942 AU - Nguyen, Giang - Vondráčková, Terezie - Drusa, Marian - Kovalčík, Luboš - Stopka, Ondrej PY - 2015 TI - Sensibility of Sandy Soils Shear Strength Parameters on a Size of Spread Foundation PB - Elsevier CY - Amsterdam KW - polyester fibres KW - soil improvement KW - random reinforcement KW - direct shear test KW - angle of internal friction KW - cohesion. N2 - The paper deals with sensibility of sandy soils shear strength parameters on the size of spread foundation. Minimal, intermediate and maximal values of shear strength parameters of 5 classes of sandy soil (SW, SP, S-F, SM and SC) introduced in the old Slovak Technical Standard STN 731001 had been used to design model spread foundation, similar with this one, posted by Orr (2005). The foundation has square shape, thickness 0.8m, founded in the depth D = 1.5m. The foundation is loaded by centrically acting vertical permanent load G = 900 kN and variable load Q = 600 kN. Underground water level is at foundation base. The spread foundation was designed by design approaches mentioned in Eurocode 7, Part 1 (DA1-C1; DA1-C2; DA2 and DA3) and also by the old and new Slovak Technical Standard STN 73 1001. ER -
NGUYEN, Giang, Terezie VONDRÁČKOVÁ, Marian DRUSA, Luboš KOVALČÍK and Ondrej STOPKA. Sensibility of Sandy Soils Shear Strength Parameters on a Size of Spread Foundation. Online. In Marian Drusa, Marian Marschalko, Isik Yilmaz, Andrea Segallini, Anna Maria Ferrero, Martin Bednarik. \textit{Procedia Earth and Planetary Science, vol. 15 : The World Multidisciplinary Earth Sciences Symposium, WMESS 2015}. Amsterdam: Elsevier, 2015, p.~304-308. ISSN~1878-5220.
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