Core Disking and Tunnel Deformation in Soft Tuffaceous Rock Masses
نویسندگان
چکیده
منابع مشابه
Prediction of the deformation modulus of rock masses using Artificial Neural Networks and Regression methods
Static deformation modulus is recognized as one of the most important parameters governing the behavior of rock masses. Predictive models for the mechanical properties of rock masses have been used in rock engineering because direct measurement of the properties is difficult due to time and cost constraints. In this method the deformation modulus is estimated indirectly from classification syst...
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the deformation modulus of a rock mass is an important input parameter in any analysis of rock mass behavior for geotechnical projects such as dams. the determination of this parameter by in situ tests are time consuming and expensive. therefore, different researchers have proposed empirical relationships for estimating the value of rock mass deformation modulus. this work has been done by usin...
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The grouting of rock used to be a quite empirical constructional technique aimed to improve somewhat the physical properties of the masses, which are actually part of the civil engineering project. Different "grouting schools" or "ways of thinking" did develop and a considerable number of recipes were dictated by "great old men" and enforced later on by regulations of any kind. Only in the last...
متن کاملprediction of the deformation modulus of rock masses using artificial neural networks and regression methods
static deformation modulus is recognized as one of the most important parameters governing the behavior of rock masses. predictive models for the mechanical properties of rock masses have been used in rock engineering because direct measurement of the properties is difficult due to time and cost constraints. in this method the deformation modulus is estimated indirectly from classification syst...
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ژورنال
عنوان ژورنال: Journal of the Society of Materials Science, Japan
سال: 2003
ISSN: 1880-7488,0514-5163
DOI: 10.2472/jsms.52.505