A constitutive relationship for jointed rock mass considering the change of roughness and its application. [PDF]
Li X, Zhang G, Chen X, Yang C.
europepmc +1 more source
The impact of Coulomb stress changes of the 2018 Mw 7.5 Palu earthquake, Indonesia
B. Ahadov, Sh. Jin
openaire +1 more source
In this study, the nonuniform distribution of the bearing pressure in front of the coal wall has been revealed based on in situ monitoring data and numerical simulation results. Therefore, an eccentric compression mechanical model of the coal wall was established to study the deformation and failure characteristics of a coal wall. The slenderness ratio
Maolin Tian +6 more
wiley +1 more source
Accelerated rifting in response to regional climate change in the East African Rift System. [PDF]
Muirhead JD +5 more
europepmc +1 more source
Experimental and constitutive modeling investigations on marble in Jinping Underground Laboratory
The objective of this study is to reveal the underlying mechanisms behind the brittle‐ductile transition of the marble through a combination of experimental research and constitutive modeling. A series of triaxial compression and triaxial cyclic loading tests are conducted.
Susheng Wang +3 more
wiley +1 more source
Experimental and numerical analysis of shear behaviour at the interface geopolymer mortar and sand. [PDF]
Bayındır F +3 more
europepmc +1 more source
This study investigates the coupled thermo‐mechanical behavior of granite during heating and cooling through a combination of laboratory tests and finite element analysis. The thermal conductivity, mineral composition, mass loss rate, micro‐crack observation, and thermal fracture characteristics of granite under various temperature conditions are ...
Rui Pang +8 more
wiley +1 more source
Study on elasto-plastic zoning radius and failure characteristics of layered rock with a single hole under impact loading. [PDF]
Liu Y, Miao Y, Huang Y.
europepmc +1 more source
Abstract One of the significant challenges faced in shield tunnel construction is the risk of collapse resulting from abrupt changes in soil conditions in advance of the working face, particularly within the sandy cobble stratum. This study aims to effectively manage these sudden variations and to further investigate the failure mechanisms associated ...
Hua Jiang +4 more
wiley +1 more source
Research on the Damage Evolution Mechanism of the Cement Sheath under Hydraulic Fracturing Cyclic Loading Conditions. [PDF]
Tao T, Liu Q, Xu Y.
europepmc +1 more source

