Writers : Abasi, M.
Refference : 28th Symposium on Geosciences and the 14th Symposium on Geological Society of Iran
Publishing Year : 1389

Abstract :

Studying and appointment of soils deformation parameters vey important in underground constructions design. Very various laboratory and insitu methods for appointment this parameters exist. Pressuremeter test very important insitu test in geotechnical engineering. In this studying used 112 Pressuremeter results test of alluvium sediments of Mashhad urban railway line 2. This sediment inclusive CL, ML, SC and SM. In this article various soils deformation parameters and difference this parameters toward depth studying.

Subject List : persiometery