چکیده مقاله
In recent years rapid developments in the ground of geotechnical engineering on continental shelves of Persian Gulf have been occurred Offshore structures in such areas are founded in calcareous sediments which still need more investigations As most of these sediments are being cemented and knowing that it is difficult to obtain undisturbed samples, artificially cements samples were preferred to be made in laboratory In order to study the engineering properties of carbonate sediments from Kish island in Persian Gulf, a series of unconfined compression and drained monotonic triaxial tests have been managed to be carry out Therefore a criterion must be established for best comparison between the shear behavior of loose non cements and cemented samples This paper discuss about a new method using coefficient of permeability as a basis for comparison
کلیدواژهها
نویسندگان
Hossein Salehzadeh
Department of Civil Engineering , Iran University of Science and Technology , Tehran
Mohammadreza Nobakht
Candidate for M Sc
شیوه ارجاع
Salehzadeh, Hossein and Nobakht, Mohammadreza,1385,A Criterion for Comparison between Shear Behavior of Loose Non-Cemented and Cement Carbonate Sediments,7th International Congress on Civil Engineering,Tehran
ارائهشده در
مجموعه مقالات هفتمین کنگره بین المللی مهندسی عمران17 اردیبهشت 1385 · تهران