A nonlinear strength criterion for rock based on the peak value of deviatoric stress under conventional triaxial compression. [PDF]
Peng Z, Lu Y, Zeng Y, Zhuo K.
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Application and Improvement of Ultradeep Fractured Reservoir Effective Stimulation Reservoir Volume Technology. [PDF]
Zhang Z +5 more
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Characterization of dip effect on strength for gently inclined rock pillar. [PDF]
Sun L, Li P, Li S, Wang M, Du L.
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Elastoplastic analytical solutions for a shallow-buried circular tunnel in a semi-infinite medium. [PDF]
Jiang T +6 more
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Stability and displacement analysis of interlayered soft-hard slopes under seismic loading. [PDF]
Feng C, Yin Y.
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Tire soil reinforcement for slope stability improvement in the PK3 + 400 landslide Medea Algeria. [PDF]
Melaz Z, Guechi L, Saghir S, Cheriet A.
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Special Issue "Construction Materials and Other Related Materials: Basic Theory, Applied Technology and Advanced Research Methods (2nd Edition)". [PDF]
Du X +5 more
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Numerical study on optimal geometric parameters of lining structures for roadway support using the artificial bee colony algorithm. [PDF]
You-Lin X +4 more
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Analysis of deformation rule of deep foundation pit excavation of railway station in soft soil with silt. [PDF]
Liu W +5 more
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Comprehensive Wellbore Stability Modeling by Integrating Poroelastic, Thermal, and Chemical Effects with Advanced Numerical Techniques. [PDF]
Shokir EM, Sallam S, Abdelhafiz MM.
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