Deformation behaviour of strain-softening rock mass in tunnels considering deterioration model of elastic modulus

Abstract By analyzing the composite effects of the plastic shear strain and confining stress according to the laboratory test results, a model adopting a deteriorating elastic modulus for the intact rock is proposed. Soft rock such as coal and the strong rock such as granite with different quality a...

وصف كامل

التفاصيل البيبلوغرافية
الحاوية / القاعدة:	Geomechanics and Geophysics for Geo-Energy and Geo-Resources
المؤلفون الرئيسيون:	Lan Cui, Wenyu Yang, Qian Sheng, Junjie Zheng, Nafees Ali
التنسيق:	مقال
اللغة:	الإنجليزية
منشور في:	Springer 2024-10-01
الموضوعات:	Elastic modulus Geological Strength Index (GSI) In-situ rock mass Deformation behaviour Tunnel
الوصول للمادة أونلاين:	https://doi.org/10.1007/s40948-024-00877-4

مواد مشابهة

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