TEST ON SOFT SEDIMENTARY ROCK UNDER DIFFERENT LOADING PATHS AND ITS INTERPRETATION

On the effect of grain size on rock behavior under cyclic loading by distinct element method

It is well-known that the mechanical behavior of rocks under cyclic loading is much different from static loading conditions. In most constructions, the load applied to structures is within dynamic ranges. That’s why a great deal of attention has been paid towards this field in order to identify the dynamic behavior of rocks in more details. Nevertheless, the nature of dynamic failure in rocks ...

the relationship between self-awareness and learners’ performance on different reading comprehension test types among iranian efl elementary learners

یادگیری یک فرایند چند بعدی است که حیطه های مختلف شناختی، رفتاری، و عاطفی را شامل می شود. از آن جا که حیطه ی عاطفی ریشه در هیجانات و احساسات و حتی بر اساس برخی مطالعات خودآگاهی فراگیران دارد، محقق این مطالعه را بر اساس مدل هوش هیجانی دانیل گلمن انجام داده است. در این تحقیق توانش خودآگاهی به عنوان یکی از متغیرها دارای سه مولفه: خودآگاهی هیجانی، خود ارزشیابی صحیح، و اعتماد به نفس می باشد که ارتب...

Analysis of Fractal Characteristic of Fragments from Rock Burst Tests under Different Loading Rates

Original scientific paper Rock burst is a common serious geological hazard in underground engineering, which seriously affects the progress of projects. The mechanism of rock burst can be explained by the distribution law of rock fragments and its fractal characteristics. A simulation experiment of rock burst was conducted with the granite samples under a biaxial loading machine system to analy...

Rock Stability under Different Fluid Flow Conditions

A Study on Rock Mass Classifications and Tunnel Support Systems in Unconsolidated Sedimentary Rock

This paper presents new valuable field data and a comprehensive approach to the determination of the rock mass classification and tunnel support systems for tunnels in unconsolidated sedimentary rocks as a special soil condition. The main objective of this study is to investigate and present the characteristics of the unconsolidated sedimentary rock by using the point load tests and slake durab...