Experimental study on the mechanical properties and deformation failure characteristics of sandstone under graded equal amplitude cyclic loading and unloading. [PDF]
Ni Z, Li J, Qin K, Wu X, Zhu J, Zhou S.
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The rapid increase in the global population has intensified the need for residential areas and civil infrastructure, ultimately leading to construction in areas with less desirable geological conditions. This underscores the necessity for soil improvement. With increasing public concern for environmental issues and the urgent goal of achieving net‐zero
Ching Hung +7 more
wiley +1 more source
Nonlinear creep constitutive model of rock under water and force conditions. [PDF]
Peng GC, Zhu ZG, An JJ, Xu HH, Zhu T.
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Controlling deformation is of paramount importance during deep excavation in urban core areas, particularly deep excavation adjacent to high‐rise structures. This study proposes three support schemes; retaining piles + internal bracing (RPIB, Scheme A), double‐row piles (DRP, Scheme B), and pile‐anchor system (PAS, Scheme C) on a deep excavation near a
Xiaohui Xie +6 more
wiley +1 more source
Discrete elemental analysis on the effect of particle morphology and size on interparticle contact force. [PDF]
Zhu Y, Xiong W, Fan W.
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Macro-micro deformation characteristics of undisturbed loess under different hydraulic paths. [PDF]
Fu W, Shao S, She F, Luo A, Zhao Z.
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Rate-dependent inelastic deformation of Slochteren sandstone: implication for reservoir compaction in the Groningen gas field. [PDF]
Shinohara T +4 more
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Study on Triaxial Properties of Calcareous Sand Modified with Volcanic Ash Cement and Graphene Oxide. [PDF]
Hu J +7 more
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Study on variation characteristics of shear strength of deep-sea sediments in the South China sea under thermo-hydraulic coupling. [PDF]
Feng Y +8 more
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Study on the triaxial compressive properties of alkali activated concrete after freeze-thaw cycles. [PDF]
Wang Y, Wang M, Tang C, Yu Y, Chen S.
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