Zobrazeno 1 - 10
of 62
pro vyhledávání: '"Van Qui Lai"'
Publikováno v:
Journal of Safety Science and Resilience, Vol 4, Iss 4, Pp 366-379 (2023)
Most geotechnical stability research is linked to “active” failures, in which soil instability occurs due to soil self-weight and external surcharge applications. In contrast, research on passive failure is not common, as it is predominately caus
Externí odkaz:
https://doaj.org/article/01b9b28f8254408895088b262fa65b45
Publikováno v:
Journal of Pipeline Science and Engineering, Vol 4, Iss 1, Pp 100147- (2024)
The uplift capacity of pipeline systems in geotechnical engineering is influenced by internal loading and external factors, making it a significant consideration in pipeline design problems. Previous research has conducted experimental tests and nume
Externí odkaz:
https://doaj.org/article/47b2521a47a047c8904eb08e9de15a5a
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 4, Pp 1052-1064 (2023)
Little research can be found in relation to the stability of anisotropic and heterogenous soils in three dimensions. In this paper, we propose a study on the three-dimensional (3D) undrained slopes in anisotropic and heterogenous clay using advanced
Externí odkaz:
https://doaj.org/article/a0127d321537477280e8cda34b58505d
Autor:
Van Qui Lai, Khamnoy Kounlavong, Suraparb Keawsawasvong, Warit Wipulanusat, Pitthaya Jamsawang
Publikováno v:
Heliyon, Vol 9, Iss 10, Pp e20902- (2023)
The design of fully braced excavation of underground works, whether in rural or urban areas, is important to ensure that the design of fully braced support is safe, particularly in determining the depth of excavation and inserting the length into the
Externí odkaz:
https://doaj.org/article/cf4484f699e04d07a0c3bf96c1ae765b
Autor:
Van Qui Lai, Kongtawan Sangjinda, Suraparb Keawsawasvong, Alireza Eskandarinejad, Vinay Bhushan Chauhan, Worathep Sae-Long, Suchart Limkatanyu
Publikováno v:
Frontiers in Built Environment, Vol 8 (2022)
In this study, the Multivariate Adaptive Regression Splines (MARS) model is employed to create a data-driven prediction for the bearing capacity of a strip footing on rock mass subjected to an inclined and eccentric load. The strengths of rock masses
Externí odkaz:
https://doaj.org/article/c37f5bc6554c4bfb9553a1feb35e0a6a
Publikováno v:
Buildings, Vol 12, Iss 9, p 1425 (2022)
The stability of unsupported rectangular excavations in undrained clay is examined under the influence of anisotropy and heterogeneity using the three-dimensional finite element upper and lower bound limit analysis with the Anisotropic Undrained Shea
Externí odkaz:
https://doaj.org/article/c209795f4f0a49818ae6c8a064f3a588
Autor:
Shivesh Tripathi, Van Qui Lai, Shreyansh Singh, Shipra Pathak, Ananya Srivastava, Suraparb Keawsawasvong, Vinay Bhushan Chauhan
Publikováno v:
Geotechnical and Geological Engineering. 41:2281-2298
Autor:
Kritesh Chouhan, Van Qui Lai, Jitesh T. Chavda, Kittiphan Yoonirundorn, Suraparb Keawsawasvong
Publikováno v:
Ships and Offshore Structures. :1-13
Autor:
Dang Khoa Nguyen, Trong Phuoc Nguyen, Chayut Ngamkhanong, Suraparb Keawsawasvong, Van Qui Lai
Publikováno v:
Neural Computing and Applications. 35:10975-10996
Autor:
Van Qui Lai, Jim Shiau, Thanachon Promwichai, Suchart Limkatanyu, Rungkhun Banyong, Suraparb Keawsawasvong
Publikováno v:
Modeling Earth Systems and Environment. 9:2993-3008