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EXPERIMENTAL STUDY REGARDING THE EMPHASIS OF INFLUENCE AREA FOR HEMISPHERICAL CENTRICALLY LOADED FOUNDATIONS

Mirea, Monica, Voicu, Cristina Otilia

First published: 2012-06-18https://doi.org/10.5593/sgem2012/s02.v2013View metrics

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Title
EXPERIMENTAL STUDY REGARDING THE EMPHASIS OF INFLUENCE AREA FOR HEMISPHERICAL CENTRICALLY LOADED FOUNDATIONS
Authors
Mirea, Monica, Voicu, Cristina Otilia
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; SGEM2012 12th International Multidisciplinary Scientific GeoConference
Publisher
Stef92 Technology
Year
2012
Pages
95 - 102 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
Keywords
References8
  1. *** Design and Execution Guide for Punched Holes, Indicative C 230-89, pp. 30- 35, 1989.

  2. MIREA M. Types of studied foundations and soil’s geotechnical parameters taken into account and bearing capacity of different shaped foundations (Tipuri de fundaţii studiate şi parametrii geotehnici ai terenului de fundare lua ţi în considerare şi capacitatea portantă a fundaţiilor cu diferite forme), Considerations regarding the study of bearing capacity of precast foundations realized in punched holes (Contribuţii la studiul capacit ăţii portante a unor funda ţii prefabricate executate în gropi ştanţate), PhD thesis, Romania, pp. 127-137, 2005.

  3. MIREA M. & VOICU C. O. Experime ntal laboratory studies concerning the influence of foundation hole punching on the terrain, Proceedings of the 11th WSEAS international conference on Sustainability in Science Engineering (SSE‘09), Romania, vol. 1, pp. 153-158, 2009.

  4. MIREA M. & VOICU C. O. Calculation of the bearing capacity of truncated cone and hemisphere foundations realized in punched holes, Scientific bulletin, transactions on civil engineering and architecture, Romania, vol. 49(63), section 1, pp. 63-72, 2004. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org 12th International Multidisciplinary Scientific GeoConference SGEM 2012 SGEM2012 - www.sgem.org

  5. *** Design and Execution Guide for Punched Holes, Indicative C 230-89, pp. 30- 35, 1989.

  6. MIREA M. Types of studied foundations and soil’s geotechnical parameters taken into account and bearing capacity of different shaped foundations (Tipuri de fundaţii studiate şi parametrii geotehnici ai terenului de fundare lua ţi în considerare şi capacitatea portantă a fundaţiilor cu diferite forme), Considerations regarding the study of bearing capacity of precast foundations realized in punched holes (Contribuţii la studiul capacit ăţii portante a unor funda ţii prefabricate executate în gropi ştanţate), PhD thesis, Romania, pp. 127-137, 2005.

  7. MIREA M. & VOICU C. O. Experime ntal laboratory studies concerning the influence of foundation hole punching on the terrain, Proceedings of the 11th WSEAS international conference on Sustainability in Science Engineering (SSE‘09), Romania, vol. 1, pp. 153-158, 2009.

  8. MIREA M. & VOICU C. O. Calculation of the bearing capacity of truncated cone and hemisphere foundations realized in punched holes, Scientific bulletin, transactions on civil engineering and architecture, Romania, vol. 49(63), section 1, pp. 63-72, 2004. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org 12th International Multidisciplinary Scientific GeoConference SGEM 2012 SGEM2012 - www.sgem.org

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