STABILITY ANALYSIS OF SLOPES USING A DOUBLE SLIDING MODEL

Experience with Bishop's method, using the shear strength parameters c and obtained fron triaxial compression tests seems to indicate that the values of the safety factor obtained in this way are relatively large. This is sometimes compensated by using shear strength parameters obtained from d...

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Bibliographic Details
Published in:Journal of Engineering
Main Author: Mohammed Yousif Fattah
Format: Article
Language:English
Published: University of Baghdad 2003-06-01
Subjects:
Online Access:https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/2509