Computer Methods in AppliedMechanics and Engineering, 342: 742-761 (2018) 源代碼見附件 ———————————————————————————————————————————— (四)ABAQUS UEL SUBROUTINE FOR PHASE FIELD FRACTURE ABAQUS
unsaturated soilmechanics principals to assess the stability of large open pit slopes developed in overburden materials in the Pilbara, Australia[4] Application of ANOVA and Tuckey-Cramer statistical
Composites Part A: Applied Science and Manufacturing[J]. Composites Part A: Applied Science and Manufacturing. 總結:該文采用單向冷凍鑄造技術制備了各向異性氮化硼納米片(BNNs)/聚乙烯醇復合氣凝膠。
土的物理力學性質土體由土顆粒、水、氣體三部分組成,三相自身的性質及他們之間的相互作用和比例關系,決定了土的物理力學性質(the physical and mechanical properties of soil)。土中固體顆粒的大小、形狀、礦物成分和組成情況是決定土的物理力學性質的重要因素。 土的顆粒級配1、概念土顆粒包括粗顆粒和細顆粒。
Gromov, Physical and Mechanical Properties of Lunar and Planetary Soils, ed. P. Ehrenfreund, C. Krafft, H. Kochan, & V. Pirronello, Laboratory Astrophysics and Space Research.