SWS Academic Research eLibraryEarth & Planetary Sciences

Scholarly record

EVALUATION OF THE IMPROVEMENT FOR A DIFFICULT FOUNDATION SOIL USING VIBRATED BALLAST COLUMNS

Nicuta, Ana, Ilas, . Stud. Andrei, Barbuta, . Marinela, Lepadatu, Sen. Lect. . Daniel, Gaina, . st. Alexandra-Alisa

First published: 2014-06-20https://doi.org/10.5593/sgem2014/b12/s2.044View metrics

Publication Impact Profile

PlumX
  • Captures
  • Mendeley - Readers: 3
PLUMX see details

Publication details

Title
EVALUATION OF THE IMPROVEMENT FOR A DIFFICULT FOUNDATION SOIL USING VIBRATED BALLAST COLUMNS
Authors
Nicuta, Ana, Ilas, . Stud. Andrei, Barbuta, . Marinela, Lepadatu, Sen. Lect. . Daniel, Gaina, . st. Alexandra-Alisa
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 14th SGEM GeoConference on SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING
Publisher
Stef92 Technology
Year
2014
Pages
Not available yet
ISSN
1314-2704
ISBN
978-619-7105-08-7
Language
en
Publication type
Conference Paper
Keywords
HydrogeologyEngineering Geology and Geotechnics
References12

  1. Bohn C. & Lambert S. Case Studies of Stone Columns Improvement in Seismic Areas, 3ème Conférence Maghrébine en Ingénierie Géotechnique, Algeria, 2013.

  2. Indraratna B., Basack S. & Rujikiatkamjorn C. Numerical solution of stone column improved soft soil considering arching, clogging and smear effects, Journal of Geotechnical and Geoenvironmental Engineering, California , vol.139/issue 2, pp 377- 394, 2013.

  3. SR EN ISO 22476 -2. Geotechnical investigation and testing. Field testing. Part 2: Dynamic probing, 2006.

  4. Figueiredo L.C., Cunha R.P. & Conciani W. An overview on existing dynamic cone penetration test research related to the Central Area of Brazil, Taylor & Francis Group, Geotechnical and Geophysical Site Characterization 4, U.K., pp 1669-1675, 2013.

  5. EN ISO 22476-136. Geotechnical investigation and testing. Field testing, 2007.

  6. Verma S.K., Jain P.K. & Kumar R. Prediction of bearing capacity of granular layered soils by plate load test, International Journal of Advanced Engineering Research and Studies, India, vol. 2/issue 3, pp 142-149, 2013.

  7. Bohn C. & Lambert S. Case Studies of Stone Columns Improvement in Seismic Areas, 3ème Conférence Maghrébine en Ingénierie Géotechnique, Algeria, 2013.

  8. Indraratna B., Basack S. & Rujikiatkamjorn C. Numerical solution of stone column improved soft soil considering arching, clogging and smear effects, Journal of Geotechnical and Geoenvironmental Engineering, California , vol.139/issue 2, pp 377- 394, 2013.

  9. SR EN ISO 22476 -2. Geotechnical investigation and testing. Field testing. Part 2: Dynamic probing, 2006.

  10. Figueiredo L.C., Cunha R.P. & Conciani W. An overview on existing dynamic cone penetration test research related to the Central Area of Brazil, Taylor & Francis Group, Geotechnical and Geophysical Site Characterization 4, U.K., pp 1669-1675, 2013.

  11. EN ISO 22476-136. Geotechnical investigation and testing. Field testing, 2007.

  12. Verma S.K., Jain P.K. & Kumar R. Prediction of bearing capacity of granular layered soils by plate load test, International Journal of Advanced Engineering Research and Studies, India, vol. 2/issue 3, pp 142-149, 2013.

View or Download full articleAccess options
Full paper accessChoose SWS login, librarian support, or instant article download.

SWS access login

Login as SWS Scientific Committee

Authors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.

For librarian assistance: [email protected]

Purchase Instant Access

48-hour online accessComing soon
Online-only accessComing soon
Download the full article in PDF formatEUR 35
  • Article can be downloaded after successful payment.
  • Article may be used according to SWS library access terms.
  • Article cannot be redistributed.
Get full paper

Back to publication list