A similitude study of soil dynamic parameters

Johnson, C. E.

doi:10.31274/rtd-180813-3737

Search citation statements

Order By: Relevance

Paper Sections

Select...

Penetration Equipment1

Citation Types

Supporting

Mentioning

Contrasting

Publication Types

Select...

Other2

Article1

Relationship

Self Cite0

Independent3

Authors

Journals

Cited by 3 publications

(1 citation statement)

References 26 publications

(5 reference statements)

Supporting

Mentioning

Contrasting

Order By: Relevance

“…This equipment ( Figure 6) used by Johnson (1969) A number of semi-empirical equations have been presented to predict the end bearing capacity (point resistance) of pile, the resistance of metals or soils to punching shear, and similar problems. These, for most part, derive from the analyses of Prandtl modified by Terzaghi and Taylor, as reported by Jumikis (1962).…”

Section: Penetration Equipmentmentioning

confidence: 99%