Results 171 to 180 of about 4,379 (222)

Time-dependent mechanical behavior and support timing of surrounding rock governed by crack closure ratio. [PDF]

Sci Rep
Qian L, Yao T, Liu E, Zhang J, Xing X, Zhang R, Li Y.   +6 more
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An innovative method to determine the stress-dependency of Poisson's ratio of granitic rocks. [PDF]

Sci Rep
Narimani S, Kovács L, Vásárhelyi B.
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Optimizing blast design and bench geometry for stability and productivity in open pit limestone mines using experimental and numerical approaches. [PDF]

Sci Rep
Deressa GW, Choudhary BS, Jilo NZ.
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Effect of geopolymer treatment on the ultimate bearing capacity of sabkha soil under axial loading. [PDF]

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Hamid W, Alnuaim A.
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Development of deep-underground engineering structures via 2D and 3D RQD prediction using non-invasive CSAMT. [PDF]

Sci Rep
Hasan M, Su L, Cui P, Shang Y.
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Geotechnical Assessment of Foundation Stability for Preserving the Agrippa Monument at the Acropolis of Athens. [PDF]

Sensors (Basel)
Marinos V, Prountzopoulos G, Papouli D, Michalopoulou D, Eleftheriou V.   +4 more
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Monitoring Surface Deformations in a Fossil Landslide Zone and Identifying Potential Failure Mechanisms: A Case Study of Gümüşhane State Hospital. [PDF]

Sensors (Basel)
Alemdag S, Yalvaç S, Bjelotomić Oršulić O, Kara O, Zeybek Hİ, Bostanci HT, Markovinović D.   +6 more
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A novel proposed classification system for rock slope stability assessment. [PDF]

Sci Rep
Jaiswal A, Verma AK, Singh TN.
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Excavatability assessment of rock masses using the Geological Strength Index (GSI)

Bulletin of Engineering Geology and the Environment, 2009
In the present study a new classification method for the assessment of ease of excavation of rock masses is proposed, based on the Geological Strength Index and the point load strength of the intact rock. The data originate from excavation sites in Greece in sedimentary and metamorphic rock masses.
G. Tsiambaos, H. Saroglou
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Application of Fuzzy Sets to Geological Strength Index (GSI) System Used in Rock Slope

Soils and Rock Instrumentation, Behavior, and Modeling, 2009
The stability assessment of slopes is difficult because characterization of rock masses and determination of their strength involve many uncertainties due to their complex nature. The fuzzy set theory is one of the tools to handle such uncertainties. And the difficulty can be overcome by using the Hoek-Brown empirical failure criterion in conjunction ...
Yong-Jie Zhang, Wen-Gui Cao, Ming-Hua Zhao   +2 more
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