نتایج جستجو برای: shear test

تعداد نتایج: 877961  

Journal: :international journal of civil engineering 0
s.m. mir mohammad hosseini amirkabir university of technology a.a. hajimohammadi amirkabir university of technology a. r. hajimohammadi university of tabriz

seismic piezocone device (scptu) together with resonant column and cyclic triaxial test apparatus are employed to measure small strain shear modulus (g0) of carbonate sandy and clayey soils of southern coasts of iran. a large area of southern regions of iran is formed from clay, silt and sand. in this study, maximum shear modulus that is derived from both field (by seismic piezocone) and labora...

Journal: :journal of structural engineering and geo-techniques 2015
seyed vahid mojtahed sistania soheil ghareh mehdi siavoshnia

in this paper a laboratory study has been carried out on the effect of changing the type of soil filling cylindrical reinforcing elements from sm to gm on behavior of sandy soil. in this study the primary tests for evaluation of the impact of reinforced sand and gravel columns with diameters of 5 cm and heights of 15 cm subjected to vertical stresses of 50, 100, and 150 kpa were carried out in ...

Journal: :journal of the structural engineering and geotechnics 0
soheil ghareh assistant professor, department of civil engineering, payame noor university, p.o. box 19395-4697, tehran, iran seyed vahid mojtahed sistani msc in civil engineering, islamic azad university, central tehran branch

nowadays, soil reinforcement using polymer elements have been investigated by a number of researchers in order to increase the load capacity of soils. reinforcing soils using fibers is a method of soil improvement, which offers a homogenous mixture in combination with soils, regarding their tensile strength. this combination maintains pressure loading capacity and properties in mutual resistant...

Journal: :international journal of civil engineering 0
s.a. naeini r. ziaie-moayed

series of undrained monotonic triaxial tests and cone penetration tests were conducted on loose silty sand samples to study correlation between undrained shear strength of silty sands (sus) and piezocone test results. cpt tests were conducted at 27 silty sand samples in calibration chamber. the results indicate that, in low percent of silt (0-30%), as the silt content increases, the undrained s...

Journal: :international journal of civil engineering 0
f. jafarzadeh sharif university of technology h. farahi jahromi sharif university of technology e. abazari torghabeh the university of alberta

investigating the parameters influencing the behavior of buried pipelines under dynamic loading is of great importance. in this study the soil structure interaction of the pipelines with the surrounding soil was addressed using shaking table tests. wave propagation along the soil layers was also included in the study. the semi infinite nature of the field was simulated using a laminar shear box...

Journal: :international journal of civil engineering 0
m. hassanlourad qazvin, iran m. r. rasouli qazvin, iran h. salehzadeh tehran, iran

compared to quartz sand, the shear behavior of carbonate sand differs in  appearance, origin, and kind. carbonate sand is found mainly in the northern coast of the persian gulf and the oman sea. in this research, a comparison is made between the shear behavior of carbonate sand retrieved from the eastern region of the chabahar port, located north of the oman sea, and quartz sand obtained from f...

Journal: :journal of the structural engineering and geotechnics 0
soheil ghareh assistant professor, department of civil engineering, payame noor university, p.o. box 19395-4697, tehran, iran seyed vahid mojtahed sistani msc in civil engineering, islamic azad university, central tehran branch

nowadays, soil reinforcement using polymer elements have been investigated by a number of researchers in order to increase the load capacity of soils. reinforcing soils using fibers is a method of soil improvement, which offers a homogenous mixture in combination with soils, regarding their tensile strength. this combination maintains pressure loading capacity and properties in mutual resistant...

Journal: :Advanced Materials Research 2011

Journal: :Journal of the Mining and Metallurgical Institute of Japan 1984

Journal: :civil engineering infrastructures journal 0
ali ghanbari associate professor of civil engineering, kharazmi university amir hamidi associate professor kharazmi university naseh abdolahzadeh researcher student, kharazmi university

inspecting the behavior of the rockfill materials is of significant importance in analysis of rockfill dams. since the dimensions of grains in such materials are greater than the conventional sizes suitable for soil mechanics tests, it is necessary to experimentally study them in specific large-scale apparatuses. in this research, the behavior of rockfill materials in two large rockfill dams co...

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