نتایج جستجو برای: cyclic triaxial test

تعداد نتایج: 908347  

2015
Zheng Bin Xu Yang

Currently, over half of China’s trunk railways are located in permafrost regions. But to tackle the railway subgrade disease has always been the difficulty in the railway construction there. The influence that the dynamics performance of frozen silty clay has on permafrost subgrade is an important component in the researches towards permafrost subgrade. In this paper, the dynamics performance o...

2012
Shamsher Prakash Vijay K. Puri

Liquefaction has occurred during most earthquakes, Niigata 1964, Tangshan 1976, Loma Prieta 1985, Kobe 1995, Chi-Chi Taiwan 1999, Turkey 1999, Haiti 2010, Mexicali 2010 and others. The performance of structures during the Niigata earthquake (1964) in Japan and the nature of damage suffered by them clearly brought out the fact that soil and soil foundation interaction play a significant role in ...

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: :international journal of civil engineering 0
m. hassanlourad iran-zanjan-etemadieh h. salehzadeh iran-tehran-narmak h. shahnazari iran-tehran-narmak

the effects of cementation and the physical properties of grains on the shear behavior of grouted sands are investigated in this paper. the consolidated-undrained triaxial shear behavior of three grouted carbonate sands with different physical properties, including particle size distribution, particle shape and void ratio, was studied. two sands were obtained from the north shores of the persia...

A.A. Hajimohammadi Seyed Majdedin Mir Mohammad Hosseini

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: :Road Materials and Pavement Design 2014

Journal: :international journal of civil engineering 0
j. jalili international institute of earthquake engineering and seismology, geotechnical research center, room 304, no. 21, arghavan st., north dibaji, farmanieh, tehran 19395/3913, iran m. k. jafari international institute of earthquake engineering and seismology, geotechnical research center, no. 21, arghavan st., north dibaji, farmanieh, tehran 19395/3913, iran a. shafiee international institute of earthquake engineering and seismology, geotechnical research center, no. 21, arghavan st., north dibaji, farmanieh, tehran 19395/3913, iran j. koseki geotechnical engineering laboratory, institute of industrial science, the university of tokyo, room ce-201, komaba 4-6-1, meguro-ku, tokyo, 153-8505, japan t. sato geotechnical engineering laboratory, institute of industrial science, the university of tokyo, room ce-201, komaba 4-6-1, meguro-ku, tokyo, 153-8505, japan

a series of tests and also numerical analyses were conducted to explore the mechanical behavior of a mixture of coarse gravelsize particles floating in a matrix of silt, sand or clay. the research is a step forward in an ongoing investigation on behavior of composite clay, which is used as the core material of some large embankment dams all over the world. after providing the reader with an ove...

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