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    New Models for Strength and Deformability Parameter Calculation in Rock Masses Using Data-Mining Techniques

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 001
    Author:
    Tiago Miranda
    ,
    António Gomes Correia
    ,
    Manuel Santos
    ,
    Luís Ribeiro e Sousa
    ,
    Paulo Cortez
    DOI: 10.1061/(ASCE)GM.1943-5622.0000071
    Publisher: American Society of Civil Engineers
    Abstract: Due to the inherent geological complexity and characterization difficulties in rock formations, the evaluation of geomechanical parameters is very complex, mostly in the initial project stages and in small-scale geotechnical works, where information is scarce for the definition of an accurate geotechnical model. However, in large geotechnical projects, a great amount of data are produced and used to establish near-homogeneous geotechnical zones. If properly analyzed, these data can provide valuable information that can be used in situations where knowledge of the rock mass is limited. Yet, this implies the organization of geotechnical data in formats for proper analysis using advanced tools which is not normally done. Data-mining techniques have been successfully used in many fields but scarcely in geotechnics. They seem to be adequate as an advanced technique for analyzing large and complex databases that can be built with geotechnical information within the framework of an overall process of knowledge discovery in databases (KDD). In this work, a first approach of a KDD process applied in the context of rock mechanics is presented. The main goal was to find new models to evaluate strength and deformability parameters. In this process, a large database of geotechnical data was assembled concerning an important underground structure built in a predominantly granite rock formation. These innovative methodologies and tools were used to analyze and extract new and useful knowledge. The procedure allowed developing new, simple, and reliable models to predict geomechanical parameters, namely friction angle, cohesion, and deformability modulus using different sets of input data that can be used in different situations of information availability.
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      New Models for Strength and Deformability Parameter Calculation in Rock Masses Using Data-Mining Techniques

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    contributor authorTiago Miranda
    contributor authorAntónio Gomes Correia
    contributor authorManuel Santos
    contributor authorLuís Ribeiro e Sousa
    contributor authorPaulo Cortez
    date accessioned2017-05-08T21:45:17Z
    date available2017-05-08T21:45:17Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29gm%2E1943-5622%2E0000082.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61467
    description abstractDue to the inherent geological complexity and characterization difficulties in rock formations, the evaluation of geomechanical parameters is very complex, mostly in the initial project stages and in small-scale geotechnical works, where information is scarce for the definition of an accurate geotechnical model. However, in large geotechnical projects, a great amount of data are produced and used to establish near-homogeneous geotechnical zones. If properly analyzed, these data can provide valuable information that can be used in situations where knowledge of the rock mass is limited. Yet, this implies the organization of geotechnical data in formats for proper analysis using advanced tools which is not normally done. Data-mining techniques have been successfully used in many fields but scarcely in geotechnics. They seem to be adequate as an advanced technique for analyzing large and complex databases that can be built with geotechnical information within the framework of an overall process of knowledge discovery in databases (KDD). In this work, a first approach of a KDD process applied in the context of rock mechanics is presented. The main goal was to find new models to evaluate strength and deformability parameters. In this process, a large database of geotechnical data was assembled concerning an important underground structure built in a predominantly granite rock formation. These innovative methodologies and tools were used to analyze and extract new and useful knowledge. The procedure allowed developing new, simple, and reliable models to predict geomechanical parameters, namely friction angle, cohesion, and deformability modulus using different sets of input data that can be used in different situations of information availability.
    publisherAmerican Society of Civil Engineers
    titleNew Models for Strength and Deformability Parameter Calculation in Rock Masses Using Data-Mining Techniques
    typeJournal Paper
    journal volume11
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000071
    treeInternational Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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