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Development of method of strengthening site and reduction of shearing stress by means of loading berms; computations based on assumption of cohesive material and on circular cylindrical slides.
Development of method of strengthening site and reduction of shearing stress by means of loading berms; computations based on assumption of cohesive material and on circular cylindrical slides.
Design of embankments on soft clays
Geotechnique
Jakobson, B. (author)
Geotechnique ; 1
1948
11 pages
Diagrams
Article (Journal)
English
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TIBKAT | 1990
|Settlement of Embankments on Soft Clays
Online Contents | 1998
|Settlement of Embankments on Soft Clays
British Library Online Contents | 1998
|Settlement of Embankments on Soft Clays
British Library Online Contents | 1998
|Settlement of Embankments on Soft Clays
Online Contents | 1998
|