المؤلفون: Bing Chen, Baotang Shen, Haiyang Jiang

المصدر: Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 3, Pp 523-537 (2023)

مصطلحات موضوعية: Thermo-mechanical (TM) coupling, Peak shear strength, Three-dimensional (3D) morphological characterization, Failure mode, Quadrangular pyramid model, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S1674775522000993; https://doaj.org/toc/1674-7755

URL الوصول: https://doaj.org/article/0f8bdb3b9c1e4aa5a8db156bd3c8261a