Writers : Abasi, M.
Refference : 27th Symposium on Geosciences and the 13th Symposium on Geological Society of Iran
Publishing Year : 1388

Abstract :

Geotechnical investigation is considered an important part of civil engineering project. Because all are structures, built on, in, or with soil or rock. The properties and behavior of these materials have major influences on the success, economy, and safety of the work. Site characterization requires field test in addition to laboratory studies. This test has been carried out on north & north eastern Mashhad silty clay. In this paper we try to determine the modulus of deformation of alluvium on north eastern part of Mashhad by Pressuremeter, Plate Load, In situ Direct shear, Down hole and SPT tests. Then with use this tests, modulus of deformation obtained. The result shows that amount of deformation modulus determined by pressuremeter is in good agreement with those obtained from plate load test. The result of SPT test shows 74% soil of zone dense and very dense.

Subject List : geotechnic