Zobrazeno 1 - 10
of 5 318
pro vyhledávání: '"load transfer"'
Autor:
Liu, Haowei1,2 (AUTHOR) liuhw990611@163.com, Wang, Xiu1,3 (AUTHOR) wangx@nercita.org.cn, Song, Jian1,4 (AUTHOR) songj@nercita.org.cn, Chen, Mingzhou1 (AUTHOR) chenmingzhou1@126.com, Li, Cuiling1 (AUTHOR) licl@nercita.org.cn, Zhai, Changyuan2,3 (AUTHOR) licl@nercita.org.cn
Publikováno v:
Agronomy. Sep2024, Vol. 14 Issue 9, p1955. 19p.
Publikováno v:
Structural Durability & Health Monitoring (SDHM); 2024, Vol. 18 Issue 5, p623-640, 18p
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 9, Pp 3812-3840 (2024)
In 2023, pivotal advancements in artificial intelligence (AI) have significantly experienced. With that in mind, traditional methodologies, notably the p-y approach, have struggled to accurately model the complex, nonlinear soil-structure interaction
Externí odkaz:
https://doaj.org/article/666d711e2e6743ff8705a8f3e9a91b9a
Publikováno v:
Komunikácie. 2021, Vol. 23 Issue 1, pB1-B12. 12p.
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 8, Pp 3014-3033 (2024)
To further study the load transfer mechanism of roof–multi-pillar–floor system during cascading pillar failure (CPF), numerical simulation and theoretical analysis were carried out to study the three CPF modes according to the previous experiment
Externí odkaz:
https://doaj.org/article/0922884055fd43d09992c9afaf1aebe2
Publikováno v:
Alexandria Engineering Journal, Vol 100, Iss , Pp 82-91 (2024)
This paper presents a study on behavior of vertical stress profiles in head-enlarged (PF) and conventional CDM columns obtained from field static load test (SLT) and numerical analyses. Results from the numerical SLT on PF and CDM columns installed i
Externí odkaz:
https://doaj.org/article/2109001ce18f448b83336f8a128c01da
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 7, Pp 2645-2662 (2024)
Cyclic loads generated by environmental factors, such as winds, waves, and trains, will likely lead to performance degradation in pile foundations, resulting in issues like permanent displacement accumulation and bearing capacity attenuation. This pa
Externí odkaz:
https://doaj.org/article/f20d56ed8d544d26b6651230ff71dfc2
Publikováno v:
Open Engineering, Vol 14, Iss 1, Pp 33-44 (2024)
Artificial neural networks, machine learning, and data preparation are normally implemented in a wide range of real-world problems, especially in geotechnical applications with optimistic prospects of accurate procedure outcomes. This technique has b
Externí odkaz:
https://doaj.org/article/cfa8d5b9d4b94ca4907a000d3f3f9e51
Autor:
Ruoyi LI1,2, Hao LIU1, Xuecan CHEN3, BADUROVA, Jitka4, Haojun FAN2, Luming YANG1,2 ylmll1982@126.com
Publikováno v:
Leather & Footwear Journal / Revista de Pielarie Incaltaminte. Jun2020, Vol. 20 Issue 2, p161-172. 12p.
Autor:
Allali, Nicolas
Publikováno v:
Electronics (2079-9292); Jul2024, Vol. 13 Issue 14, p2720, 22p