A post-failure investigation of a highway embankment constructed
over organic and sensitive subsoils was made with a series
of field vane tests. The results indicated that the embankment was
quite stable, and, therefore, the reliabilities of both the Φ = 0 slip-circle analysis and the field vane results seemed to...
Combinations of cohesive and cohesionless soils are often encountered
when evaluating the engineering properties of soils. The
stress-volume characteristics of the mixed soil are found to vary according
to the proportion of each component. If the cohesive soil
composes more than a certain fraction of the material, the magnitude
of...
Calcareous sediments containing a large percentage of foraminiferal
microskeletal tests were taken from sites in the Panama Basin
and subjected to an investigation to determine the consolidation characteristics
of this type of soil. The consolidation-stress curves and
the time rate of consolidation curves in particular were investigated
in this study....
The failure of cutbanks is a major problem encountered by those
who construct low-cost roads in naturally forested residual soils.
Attempts have been made to lessen the severity of failures by classifying
certain soil areas as to their susceptibility to failure, in
addition to bringing past design experience into play...
A computer program was developed for estimating construction
pore pressures in embankments without drainage at any location in
the embankment at any time during construction. This program incorporated
a modification of the Hilf-Brantz method of pore pressure
calculation and a finite element method of stress computation.
Previous methods of calculating...
Full scale test roads combined with a theoretical analysis were
used to evaluate the benefits of incorporating a fabric as a base course
support material for gravel paved roads.
One material, a synthetic, nonwoven, polypropylene fabric was
used in this investigation. This fabric was used on top of the subgrade...
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...
Nonlinear large deflection finite element analyses of a fabric
reinforced embankment on muskeg were performed to predict fabric
tension and the effect of fabric stiffness on embankment deflections.
The predicted fabric tensions were compared with the results of a
sliding block analysis, and show this simple analysis requires further
correlation...
An evaluation of fabric reinforcement of the roadway
structure is made. The study includes a parametric analy
sis using layered elastic theory and a series of large
scale model tests.
The parametric. study analyzes the stresses and
strains of roadway structures with a fabric layer between
tna surface layer and...