Cbr test for cohesive soils

Τίτλος

Cbr test for cohesive soils

Θέμα

Soils--Analysis

Pavements

Δημιουργός

Gregoriou, Gregoris

Πηγή

Higher Technical Institute

Το πλήρες κείμενο είναι διαθέσιμο από το Υπουργείο Ενέργειας, Εμπορίου Βιομηχανίας και Τουρισμού.

Εκδότης

Library of Cyprus University of Technology

Ημερομηνία

1992

Συνεισφέρων

Economides, loannis

Δικαιώματα

Απαγορεύεται η δημοσίευση ή αναπαραγωγή, ηλεκτρονική ή άλλη χωρίς τη γραπτή συγκατάθεση του δημιουργού και κάτοχου των πνευματικών δικαιωμάτων.

Μορφή

pdf

Γλώσσα

eng

Τύπος

text

Αναγνωριστικό

CED0132

Σύνοψη

The reason this project was undertaken, was to determine the soil
Strength with the California Bearing Ratio. The soil which is investigated
is a cohesive soil with an amount of sandy.
In this project all aspects which effect in pavement design were
investigated, as highway materials, traffic loading and subgrade. Also
chapter one deals with the elements of pavement which are the surface,
road base and subbase.
In addition this project deals the other method of pavement design and
provides a correlation with a CBR test.
Finally the last chapter includes the results and conclusions of the CBR
test.
The conclusions are that when the water content is increased, the CBR
is decreased and when the dry density is increased the CBR is increased
too.