نتایج جستجو برای: large scale direct shear apparatus test

تعداد نتایج: 2526386  

2011
Shuichi Fujikura

This paper reports the findings of research examining the blast resistance of bridge piers that are designed in accordance with current knowledge and specifications to ensure ductile seismic performance. Blast testing was conducted on 1/4 scale ductile RC columns, and nonductile RC columns retrofitted with steel jacketing. The seismically designed RC and steel jacketed RC columns did not exhibi...

Journal: :advances in railway engineering,an international journal 2014
masoud hajialilue-bonab hassan sabetamal adam bezuijen

foam injection is becoming a standard conditioning agent when tunnelling with an earth-pressure balanced shield, resulting in an increasing interest in this technique. the technique is mostly based on empirical rules and experience. to be able to determine what foam and how may foam has to be injected for different soils, it is necessary to know the mechanical parameters of the foam-water-soil ...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه لرستان - دانشکده ادبیات و زبانهای خارجی 1393

rested on sociocultural theory (sct), this study attempted to examine the effect of written corrective feedback (wcf) followed by producing written languaging on developing writing accuracy over new tasks. to this aim, two intact iranian efl classes at the low-intermediate level were randomly assigned to two experimental groups: direct (n = 25) and indirect (n = 25). both groups wrote on a numb...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه صنعتی امیرکبیر(پلی تکنیک تهران) - دانشکده عمران 1387

امروزه مصالح سنگریزه ای (engineering fill) در مهندسی عمران از قبیل ساخت شد، اسکله سازی و زیرسازی راه مورد استفاده قرار می گیرند. این امر لزوم شناخت هر چه دقیق تر رفتار این مصالح را به همراه داشته است. تحقیقات نشان داده که رفتار مصالح سنگریزه ای به عنوان مصالح دانه ای عمدتا متکی بر پارامترهایی از قبیل: دانه بندی، جنس دانه ها، شکل و اندازه دانه ها، میزان رطوبت و سطح تنش می باشد. که از این میان سط...

Hamid Nikraz Yusep Muslih Purwana,

 In pavement design, the CBR and direct shear tests are two very common laboratory investigations for predicting the strength of a subgrade layer. The relationship between the CBR and water content has been commonly presented in analyses, with the result of the direct shear being expressed from the aspect of effective cohesion and the internal friction angle. Even though most natural soil is in...

Recent failure information from research teams in NASA Langley and others has shown that CTOA based fracture models calibrated on large C(T) and M(T) specimens can be transferred successfully to cracked aircraft fuselage structures for the assessment of their residual strength. A major difficulty that could limit the more extensive use of this failure parameter is its experimental measurement e...

نمودار تعداد نتایج جستجو در هر سال

با کلیک روی نمودار نتایج را به سال انتشار فیلتر کنید