Results 201 to 210 of about 226,308 (321)

Study on a Creep Constitutive Model of Phyllite Considering the Coupling Factors of Bedding, Confining Pressure, and Water Saturation. [PDF]

ACS Omega
Wu Y, Hu J, Yang D, Wen G.
europepmc   +1 more source

Measurement of unsaturated soil shear strength through drained-vented triaxial tests

Yuxin Zhao, Xu Li, Li Liu
openalex   +1 more source

Numerical simulation of crack propagation and AE precursor characteristics in coal failure under confining pressures. [PDF]

Sci Rep
Jing G, Wang S, Zhao L, Dong F, Fan Y.
europepmc   +1 more source

Experimental Investigation of Mechanical Behavior and Damage Evolution of Coal Materials Subjected to Cyclic Triaxial Loads with Increasing Amplitudes. [PDF]

Materials (Basel)
Song Z, Tang C, Liu H.
europepmc   +1 more source

Study on the triaxial unloading failure characteristics and acoustic emission features of weakly cemented mudstone. [PDF]

Sci Rep
Zou J, Li G, Zhang Y, Liu H, Wang Y, Li Z.   +5 more
europepmc   +1 more source

A novel true triaxial apparatus for high-stress low-frequency disturbance in hard rocks: Development, validation, and application. [PDF]

PLoS One
Peng C, Jia H, Liu Y, Liu H, Zhang X.
europepmc   +1 more source

Effect of the dry-wet cycle on the mechanical properties of Ili loess with different mica contents. [PDF]

Sci Rep
Ma J, Zhang Z, Lai R, Guo Z, Shi G, Zhang Y, Huang J.   +6 more
europepmc   +1 more source

A mixture design approach of hydraulic asphalt concrete considering regional deformation characteristics. [PDF]

Sci Rep
Li H, He J, Liu L.
europepmc   +1 more source

Discrete Element Method (DEM) Studies on Correcting the Particle Size Effect on the Shear Behaviors of Gravelly Soils. [PDF]

Materials (Basel)
Zhang X, Wu Z, Han H, Gao Y, Li Z, Xia P.   +5 more
europepmc   +1 more source

Undrained shear strength of soils with fine fraction content derived from compression and extension loading triaxial tests [PDF]

Wojciech Tymiński, Tomasz Kiełczewski, Stefanek Paweł   +2 more
openalex   +1 more source