STUDYING THE COLLAPSIBILITY POTENTIAL OF SOILS LOCATED IN THE SITE OF ARDABIL’S TELECABIN

A large number of engineering problems are associated with partly saturated soils. One of the most common problems is that of collapse of material such as loess or silty soils, which can undergo large settlement as they are wetted at relatively large stresses. In this research collapsibility potential of soils in the site of Ardabil’s telecabin has been evaluated. Assessment of collapsibility potential of under consideration soils has been done using experimental criteria and the standard based on double consolidation test (ASTM D 3555-35). Results from these investigations show that soils in this areas have low collapsibility

کلیدواژه ها:

Collapsibility Potential ، Double Consolidation Test ، Problematic soils