Behavior of Geotextile-Encased Granular Columns Supporting Test Embankment on Soft Deposit-Reference-Cited by-同舟云学术

Behavior of Geotextile-Encased Granular Columns Supporting Test Embankment on Soft Deposit

Published:2015-03 Issue:3 Volume:141 Page:04014116
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Almeida Marcio S. S.¹,Hosseinpour Iman²,Riccio Mario³,Alexiew Dimiter⁴

Affiliation:

1. Professor, Graduate School of Engineering (COPPE), Federal Univ. of Rio de Janeiro, Rio de Janeiro 21945-970, Brazil (corresponding author).

2. Doctoral Student, Graduate School of Engineering (COPPE), Federal Univ. of Rio de Janeiro, Rio de Janeiro 21945-970, Brazil.

3. Postdoc Researcher, Graduate School of Engineering (COPPE), Federal Univ. of Rio de Janeiro, Rio de Janeiro 21945-970, Brazil.

4. Head of Engineering Department, HUESKER Synthetic, Fabrikstrasse 13-15, 48712 Gescher, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001256

Reference40 articles.

1. Aboshi H. Ichimoto E. Enoki M. and Harada K. (1979). “The composer: A method to improve characteristics of soft clays by inclusion of large diameter sand columns.” Proc. Int. Conf. on Soil Reinforcement: Reinforced Earth and Other Techniques Vol. 1 Paris 211–216.

2. Alexiew D. Brokemper D. and Lothspeich S. (2005). “Geotextile encased columns (GEC): Load capacity geotextile selection and pre-design graphs.” Proc. Geo-Frontiers Conf. ASCE Reston VA 497–510.

3. Alexiew D. Moormann C. and Jud H. (2009). “Foundation of a coal/coke stockyard on soft soil with geotextile encased columns and horizontal reinforcement.” Proc. 17th Int. Conf. on Soil Mechanics and Geotechnical Engineering STM Publishing House Oxford U.K. 2236–2239.

4. Alexiew D. Raithel M. Kuster V. and Detert O. (2012). “15 years of experience with geotextile encased granular columns as foundation system.” ISSMGE-TC 211 Int. Symp. on Ground Improvement IS-GI ISSMGE TC211 and BBRI Brussels Belgium.

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