How Small Strain Stiffness and Yield Surface Affect Undrained Excavation Predictions-Reference-Cited by-同舟云学术

How Small Strain Stiffness and Yield Surface Affect Undrained Excavation Predictions

Published:2017-03 Issue:3 Volume:17 Page:04016071
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hsieh Yo-Ming¹,Dang Phuoc H.²,Lin Horn-Da³

Affiliation:

1. Associate Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei 106, Taiwan.

2. Geotechnical Engineer, Golder Associates (Singapore) Pte. Ltd., 329983 Singapore (corresponding author).

3. Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei 106, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000753

Reference25 articles.

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3. Deformation behavior analyses of braced excavation considering adjacent structure by user-defined soil models;Dang H. P.;J. Geoeng.,2012

4. Duncan J. M. and Dunlop P. (1969). “Behavior of soils in simple shear tests.” Proc. 7th Int. Conf. on Soil Mechanics and Foundation Engineering Mexican Society for Soil Mechanics Mexico City 101–109.

5. Supported Excavations: Observational Method and Inverse Modeling

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