Discussion of “Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests” by Zhongkun Ouyang and Paul W. Mayne
Author:
Affiliation:
1. Geotechnical Consultant, 60 Joost Ave., San Francisco, CA 94131.
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.1943-5606.0002339
Reference15 articles.
1. Stress-dependent behavior of saturated clay
2. Strain Path Method
3. Bjerrum L. 1972. “Embankments on soft ground: SOA report.” In Vol. 2 of Proc. Specialty Conf. on Performance of Earth and Earth-Supported Structures 1–54. Reston VA: ASCE.
4. Stress Dependence of Shear Strength in Fine-Grained Soils and Correlations with Liquid Limit
5. Effect of Pile Driving on Static and Dynamic Properties of Soft Clay
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