Effect of Anisotropy and Destructuration on Behavior of Haarajoki Test Embankment-Reference-Cited by-同舟云学术

Effect of Anisotropy and Destructuration on Behavior of Haarajoki Test Embankment

Published:2009-08 Issue:4 Volume:9 Page:153-168
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yildiz Abdulazim¹²³,Karstunen Minna¹²³,Krenn Harald¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, The Faculty of Engineering and Architecture, Univ. of Cukurova, 01330 Balcali, Adana, Turkey (corresponding author).

2. Reader, Dept. of Civil Engineering, Univ. of Strathclyde, John Anderson Building, 107 Rottenrow, Glasgow G4 ONG, U.K.

3. Dipl. Ing., INSOND Spezialtiefbau, Ges.m.b.H, Ungargasse 64/1/210 Austria, 1030, Vienna, Austria.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282009%299%3A4%28153%29

Reference82 articles.

1. Aalto A. (1998). “The calculations on Haarajoki test embankment with the finite element program Plaxis 6.1.” Proc. 4th European Conf. on Numerical Methods in Geotechnical Engineering (NUMGE) Udine Italy Springer Wien 37–46.

2. Consolidation of fine-grained soils by drain wells;Barron R. A.;Trans. Am. Soc. Civ. Eng.,1948

3. Prefabricated vertical drains (PVDs) in soft Bangkok clay: a case study of the new Bangkok International Airport project

4. FE analysis of grid reinforced embankment system on soft Bangkok clay

5. Prediction of vertical-band-drain performance by the finite-element method

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