The concept of placing high strength linear reinforcements in a
soil backfill to produce a vertical retaining structure is a recent idea
that has been applied with success at a number of locations. Rational
procedures have been developed for the design of these structures
when the reinforcements consist of long...
The usual approach to calculation of the ultimate bearing
capacity of plastic silt is to assume no porewater drainage occurs
during the loading period. The coefficient of permeability of plastic
silt is generally significantly larger than clay; therefore, partial
drainage of porewater may occur during the loading period. This
study...