SOILS AND FOUNDATIONS
Print ISSN : 0385-1621
A Study on the Ratio Undrained Shear Strength to Vertical Effective Stress
Masuho InadaMasaru AkaishiKenya Sagae
Author information
JOURNAL FREE ACCESS

1981 Volume 21 Issue 1 Pages 139-145

Details
Article 1st page
Content from these authors
© The Japanese Geotechnical Society
Previous article
feedback
Top