These tools will no longer be maintained as of December 31, 2024. Archived website can be found here. PubMed4Hh GitHub repository can be found here. Contact NLM Customer Service if you have questions.
120 related articles for article (PubMed ID: 38866897)
21. Experimental study on permeability characteristics of gas-containing raw coal under different stress conditions. Zhang D; Yang Y; Wang H; Bai X; Ye C; Li S R Soc Open Sci; 2018 Jul; 5(7):180558. PubMed ID: 30109103 [TBL] [Abstract][Full Text] [Related]
22. Development of Artificial-Neural-Network-Based Permanent Deformation Prediction Model of Unbound Granular Materials Subjected to Moving Wheel Loading. Hua W; Yu Q; Xiao Y; Li W; Wang M; Chen Y; Li Z Materials (Basel); 2022 Oct; 15(20):. PubMed ID: 36295369 [TBL] [Abstract][Full Text] [Related]
23. A New Approach for Classifying the Permanent Deformation Properties of Granular Materials under Cyclic Loading. Liu G; Zhao M; Luo Q; Zhou J Materials (Basel); 2023 Mar; 16(6):. PubMed ID: 36984021 [TBL] [Abstract][Full Text] [Related]
24. Experimental and Theoretical Investigations of the Constitutive Relations of Artificial Frozen Silty Clay. Li Z; Chen J; Mao C Materials (Basel); 2019 Sep; 12(19):. PubMed ID: 31569644 [TBL] [Abstract][Full Text] [Related]
25. Dynamic characteristics of coal gangue subgrade filler under traffic load based on the hysteretic curves. Zhang LZ; Kang CB; Zhang ZT Sci Rep; 2024 May; 14(1):11545. PubMed ID: 38773204 [TBL] [Abstract][Full Text] [Related]
26. Mechanical properties of artificially structured soil and Binary-medium-based constitutive model under undrained conditions. Li Y; Liu E; He M PLoS One; 2024; 19(1):e0296441. PubMed ID: 38170716 [TBL] [Abstract][Full Text] [Related]
28. Loading and boundary condition influences in a poroelastic finite element model of cartilage stresses in a triaxial compression bioreactor. Kallemeyn NA; Grosland NM; Pedersen DR; Martin JA; Brown TD Iowa Orthop J; 2006; 26():5-16. PubMed ID: 16789442 [TBL] [Abstract][Full Text] [Related]
29. Analysis of fracture deformation field and energy evolution of granite after high confining pressure cyclic load pre-damage. Yang D; Hu J; Wen G; Zeng P R Soc Open Sci; 2021 Jun; 8(6):201966. PubMed ID: 34113448 [TBL] [Abstract][Full Text] [Related]
30. Multi-angle property analysis and stress-strain curve prediction of cementitious sand gravel based on triaxial test. Tian Q; Guo L; Zhang Y; Gao H; Li Z Sci Rep; 2024 Jul; 14(1):16400. PubMed ID: 39013923 [TBL] [Abstract][Full Text] [Related]
31. Study on the Dynamic Mechanical Properties of Ultrahigh-Performance Concrete under Triaxial Constraints. Zhang W; Mao J; Yu X; Zhou B; Wang L Materials (Basel); 2023 Oct; 16(19):. PubMed ID: 37834728 [TBL] [Abstract][Full Text] [Related]
32. Experiment Study on the Influence of Density and Confining Pressure on Triaxial Shear Properties of Calcareous Sand. Zhang H; Ren H; Mu C; Wu X; Huang K; Wang F Materials (Basel); 2023 Feb; 16(4):. PubMed ID: 36837313 [TBL] [Abstract][Full Text] [Related]
33. On characteristics of K Liu X; Xu X; Huang L; Wei X; Lan H Sci Rep; 2024 May; 14(1):12384. PubMed ID: 38811601 [TBL] [Abstract][Full Text] [Related]
34. Cyclic confining pressure and rock permeability: Mechanical compaction or fines migration. Kozhevnikov EV; Turbakov MS; Riabokon EP; Gladkikh EA; Poplygin VV Heliyon; 2023 Nov; 9(11):e21600. PubMed ID: 37964855 [TBL] [Abstract][Full Text] [Related]
35. Behavior of strip footing rested on undrained clay using consistency limits-based constitutive law. Ebid AM; Onyelowe KC Heliyon; 2022 Nov; 8(11):e11520. PubMed ID: 36406676 [TBL] [Abstract][Full Text] [Related]
36. Energy Action Mechanism of Reinforced Sandstone under Triaxial Cyclic Loading and Unloading. Zhang S; Li Y; Yang J; Song Y; Yang L; Guo J Materials (Basel); 2022 Dec; 16(1):. PubMed ID: 36614550 [TBL] [Abstract][Full Text] [Related]
37. Effects of shear stress path and roughness on shear creep behavior of marine clay-concrete interface. Yao W; Zhang T; Chen Q; Sun J; Xu S; Ding Z; Wang Z Sci Rep; 2023 Jul; 13(1):10686. PubMed ID: 37393285 [TBL] [Abstract][Full Text] [Related]
38. The correction factor of Monterey No. 0/30 sample with fines content liquefaction resistance between cyclic triaxial and cyclic hollow cylinder tests. Liu J; Chen G Sci Rep; 2022 Sep; 12(1):15927. PubMed ID: 36151234 [TBL] [Abstract][Full Text] [Related]
39. Characterization of permanent deformation properties of densely-compacted unbound granular materials subjected to cyclic loading. Liu G; Zhao M; Luo Q; Lu R Sci Rep; 2023 Mar; 13(1):3731. PubMed ID: 36878991 [TBL] [Abstract][Full Text] [Related]
40. Prediction Models of Shear Parameters and Dynamic Creep Instability for Asphalt Mixture under Different High Temperatures. Lv J; Zhang X Polymers (Basel); 2021 Jul; 13(15):. PubMed ID: 34372144 [TBL] [Abstract][Full Text] [Related] [Previous] [Next] [New Search]