Artificial Ground Freezing of Fully Saturated Soil: Viscoelastic Behavior-Reference-Cited by-同舟云学术

Artificial Ground Freezing of Fully Saturated Soil: Viscoelastic Behavior

Published:2008-01 Issue:1 Volume:134 Page:1-11
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Lackner Roman¹²³,Pichler Christian¹²³,Kloiber Andreas¹²³

Affiliation:

1. Univ. Professor, FG Computational Mechanics, Technical Univ. of Munich, Arcisstraße 21, D-80333 Munich, Germany.

2. Univ. Assistant, Institute for Mechanics of Materials and Structures, Vienna Univ. of Technology, Karlsplatz 13/202, A-1040 Vienna, Austria.

3. Engineer, kppk Ziviltechniker GmbH, Castellezgasse 36-38/4a, A-1020 Vienna, Austria.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282008%29134%3A1%281%29

Reference16 articles.

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2. Da Re G. (2000). “The behavior of frozen Manchester fine sand at small strains in triaxial compression.” Ph.D. thesis Massachusetts Institute of Technology Cambridge Mass.

3. Da Re G. Germaine J. and Ladd C. (1999). “Strain rate and temperature dependency of the modulus of frozen Manchester fine sand.” Prefailure Deformation Characteristics of Geomaterials Proc. 2nd Int. Symp. M. Jamiolkowski D. Lo Presti and R. Lancellotta eds. Balkema Rotterdam The Netherlands.

4. Triaxial Testing of Frozen Sand: Equipment and Example Results

5. The determination of the elastic field of an ellipsoidal inclusion, and related problems

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