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Experimental Investigation of Thermally Induced Stress Shadow Effects in Multiwell Hydraulic Fracturing and Neural-Network-Based Fracture Identification. [PDF]
Yu S, Li Y, Zhang W, Fei Y.
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Stabilizing-sensing synergistic geogrid for high-speed railways. [PDF]
Fu H +6 more
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Energy evolution mechanisms and hazard prevention in deep granite under cyclic loading: a case study from Sanshandao gold mine. [PDF]
Yin Y, Ye H, Peng C, Jia H, Gao Z, Li W.
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Fiber-Reinforced Coral Aggregate Concrete: A Review of Mechanical, Dynamic, and Durability Properties. [PDF]
Wei Y, Shakimon MN, Ye P, Chen Y.
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Unsteady Creep Damage Model of Rock Considering Acid Solution Corrosion. [PDF]
Lv H.
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A Multi-Sensor Experimental Framework for Assessing Occupant and Vehicle Dynamics in Crash Test Scenarios. [PDF]
Stanciuc-Otat OV +3 more
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Dynamic Triaxial Tests of High‐Strength Concrete
Journal of Engineering Mechanics - ASCE, 1989Dynamic triaxial compression experiments were performed on a limestone-aggregate concrete whose unconfined static compressive strength is about 100 MPa. The axial strain rates ranged from 0.5/s to 10/s, the confinement levels ranged from zero to 124 MPa, and the peak axial loads ranged from 103 MPa to 393 MPa.
A L Florence
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2011
Triaxial experiments are a common method for measuring shear strength. Usually the loading in the shear phase in these experiments are done at a quasi-static rate but in many real instances the loading is dynamic in nature. Therefore, a triaxial setup has been developed based on a Kolsky bar experimental technique to characterize the shear response of ...
Md. E. Kabir, Weinong W. Chen
openaire +1 more source
Triaxial experiments are a common method for measuring shear strength. Usually the loading in the shear phase in these experiments are done at a quasi-static rate but in many real instances the loading is dynamic in nature. Therefore, a triaxial setup has been developed based on a Kolsky bar experimental technique to characterize the shear response of ...
Md. E. Kabir, Weinong W. Chen
openaire +1 more source

