Results 181 to 190 of about 98,043 (313)
Defect Analysis of Surface Cracks in Mn18Cr2 High-Manganese Wear-Resistant Steel Plate. [PDF]
Yang D, Zhang N, Liu Z, Jiang B.
europepmc +1 more source
Review and prospects of shear test of bolted rock joints
The laboratory shear test equipment, test method, and numerical simulation of bolted rock joints were summarized. The shortcomings and limitations of the current research were analyzed, and the research prospects were proposed. Abstract Rock bolting is a critical approach in geotechnical engineering for supporting weak rocks.
Shulin Ren +4 more
wiley +1 more source
The Role of Current Density Distribution on Local Hardening of 20GL Steel During Electrolytic Plasma Processing. [PDF]
Kurmangaliyev R +5 more
europepmc +1 more source
ON THE HARDENABILITY OF SELF-HARDENING STEELS
Sadao Koshiba, Kingo Kiyonaga
openaire +2 more sources
A novel shear‐lag model, validated by pull‐out tests, incorporates a constant bond stress stage to predict the complete load–displacement response of grouted rock bolts, providing a new tool for optimizing anchorage length and material toughness in deep underground engineering. Abstract The stability of rock masses in deep underground excavations, such
Wenhui Bian +6 more
wiley +1 more source
Effects of different types of fibers and fiber mixes on fresh and hardened properties of ultra-high performance concrete. [PDF]
Patiño J, Galli L, Suraneni P.
europepmc +1 more source
An analytical framework delivers a closed‐form stress solution for lined compressed air energy storage chambers, enabling the determination of the minimum safe burial depth. The solution quantitatively evaluates lining support effectiveness, offering a reliable tool for chamber design and optimization.
Zeyuan Sun +3 more
wiley +1 more source
Research on Selected Properties of Concrete Composite with the Addition of Post-Production Metallic Dust. [PDF]
Langier B, Major I.
europepmc +1 more source
Through shear–tensile creep tests and viscoelastic modeling, the fracture evolution of thick soft protective layers is clarified. Results show thickness‐dependent rheological failure modes that govern four types of roof water inrush, providing a mechanism‐based framework for hazard prediction and control. Abstract In the Jurassic coal‐bearing strata of
Mengnan Liu +4 more
wiley +1 more source
Experimental Investigation of the Flexural Performance of Continuous Self-Compacting Concrete Beams with Natural and Recycled Aggregates. [PDF]
Petrović Ž +4 more
europepmc +1 more source

