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2022 | OriginalPaper | Buchkapitel

10. Deformation, Peak Strength and Crack Damage Behavior of Hollow Sandstone Under Conventional Triaxial Compression

verfasst von : Sheng-Qi Yang

Erschienen in: Mechanical Behavior and Damage Fracture Mechanism of Deep Rocks

Verlag: Springer Nature Singapore

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Abstract

During construction, a disturbed or damaged zone may develop around the excavation boundary of a tunnel, cavern, borehole or excavated surface.

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Literatur
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Zurück zum Zitat Yang SQ, Jing HW, Wang SY (2012) Experimental investigation on the strength, deformability, failure behavior and acoustic emission locations of red sandstone under triaxial compression. Rock Mech Rock Eng 45:583–606CrossRef Yang SQ, Jing HW, Wang SY (2012) Experimental investigation on the strength, deformability, failure behavior and acoustic emission locations of red sandstone under triaxial compression. Rock Mech Rock Eng 45:583–606CrossRef
Zurück zum Zitat Yang SQ, Ranjith PG, Gui YL (2015) Experimental study of mechanical behavior and X-ray micro CT observations of sandstone under conventional triaxial compression. Geotech Test J 38(2):179–197CrossRef Yang SQ, Ranjith PG, Gui YL (2015) Experimental study of mechanical behavior and X-ray micro CT observations of sandstone under conventional triaxial compression. Geotech Test J 38(2):179–197CrossRef
Zurück zum Zitat Yang SQ (2016) Experimental study on deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression. Eng Geol 213:11–24CrossRef Yang SQ (2016) Experimental study on deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression. Eng Geol 213:11–24CrossRef
Metadaten
Titel
Deformation, Peak Strength and Crack Damage Behavior of Hollow Sandstone Under Conventional Triaxial Compression
verfasst von
Sheng-Qi Yang
Copyright-Jahr
2022
Verlag
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-16-7739-7_10