Rapid prototyping of geosynthetic interfaces: Investigation of peak strength using direct shear tests

investigation of thermal comfort properties of woven sport fabric using blend of estabragh fibers

امروزه لباس در نظر ورزشکاران و کسانی که برای اوقات فراغت خود و یا برای رسیدن به اندامی متعادل، ورزش می کنند؛ بسیار با اهمیت است. احساس مطلوب از لباس در زمره خصوصیات راحتی پوشش می باشد. خصوصیات انتقال رطوبت لباس، در ارزیابی راحتی حسی و حرارتی منسوجات تولید شده از آن ها بسیار مهم است. هدف از این تحقیق، معرفی پارچه جدید است که متشکل از الیاف استبرق با خواص منحصر به فرد می باشد. استبرق لیف طبیعی تو...

Effect of Cementation on the Shear Strength of Tehran Gravelly Sand Using Triaxial Tests

Influence of 10-MDP Adhesive System on Shear Bond Strength of Zirconia-Composite Interfaces

  Introduction: This in-vitro study investigated the initial 24h bond strength between different composites and zirconia after application of four different adhesive systems. Methods: A total of 120 specimens of zirconia (InCoris, Sirona, Germany, Bernsheim) were ground with a 165 µm grit rotating diamond disc. Thirty specimens were each additionally treated with Cimara Zircon “CZ” (VOCO GmbH, ...

Rapid Prototyping Collaborative Dialogue Interfaces

An increasing number of consumer products for everyday use offer the user advanced programming capabilities. Existing technologies offer the potential to design human-product interaction supported by collaborative dialogue. Collaboration can afford a rich level of conversation between product and user. However, there are few methods and tools for designers, requiring a minimum of software engin...

Investigation of Shear Strength Anisotropy of c- &phi Soils

Cohesive-frictional soils are widely used in the construction of embankment structures and due to the method of construction, i.e. applying compactive efforts in the vertical direction in these cases, the occurrence of anisotropy in the soil strength and permeability seems to be inevitable. In this study, attempts have been made to evaluate the shear strength of c-f soils through modifying a l...