Urban ground engineering
Edited by
Emerald Publishing Limited
ISBN print:
978-0-7277-4996-3
Publication date:
1999
Book Chapter
Base Stability Analysis for Excavation in Anisotropic Clay Using Slip Surface Method
By
H. J. Liao;
H. J. Liao
1Department of Construction Engineering, National Taiwan University of Science and Technology, Taipei, Taiwan, R.O.C.
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S. F. Su
S. F. Su
2Department of Civil Engineering, Tung-Nan Junior College of Technology, Taipei, Taiwan, R.O.C.
Search for other works by this author on:
H. J. Liao
1Department of Construction Engineering, National Taiwan University of Science and Technology, Taipei, Taiwan, R.O.C.
S. F. Su
2Department of Civil Engineering, Tung-Nan Junior College of Technology, Taipei, Taiwan, R.O.C.
-
Published:1999
Citation
H. J. Liao, S. F. Su, 1999. "Base Stability Analysis for Excavation in Anisotropic Clay Using Slip Surface Method", Urban ground engineering, B. Clarke
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Introduction
Undrained Shear Resistance Along Slip Surface Under Plane Strain Condition
Factor of Safety Against Basal Heave
Verification with Case Histories
Modification of Proposed Method
Conclusion
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