Results 71 to 80 of about 8,535 (215)

Research on Vertical Deformation Patterns of Airport Runway Surfaces Caused by Horizontal Directional Drilling Based on Ansys

Journal of Advanced Transportation, Volume 2026, Issue 1, 2026.
This study investigates the impact of horizontal directional drilling (HDD) technology on the vertical surface deformations of airport runways, specifically in the context of airport lighting system renovations. Taking Guanghan Airport (China) as a case study, the research combines field experiments with finite element numerical simulations to analyze ...
Yueya Shi, Fengming Gao, Yihao Kong, Wenwen Guo, Xuedong Fang, Francesco Galante   +5 more
wiley   +1 more source

A Simplified Settlement Calculation Method for Stiffened Deep Cement Mixing Pile Composite Foundation Under Embankment

Geofluids, Volume 2026, Issue 1, 2026.
The stiffened deep cement mixing (SDCM) pile utilizes the advantages of the concrete pile and DCM column, and it has been widely used in construction and transportation projects. Nevertheless, the research on the theory of settlement analysis of SDCM pile composite foundation under embankment is relatively limited.
Jian-lin Yu, Lin Hu-wen, Yang Xue-lin, Zhou Jia-jin, Mao Zi-hao, Guo Jin, Sheng Yue, Yan Wei, Zhu Jin, Jianyong Han   +9 more
wiley   +1 more source

Deformation and Stability of a Deep Excavation in Basalt Strata: A Case Study

Modelling and Simulation in Engineering, Volume 2026, Issue 1, 2026.
To investigate the behavior of deep excavations in basaltic formations, finite element models were developed based on field cases with on‐site monitoring data, facilitating a comprehensive analysis of the deformation patterns, environmental impacts, and stability of the excavations throughout the excavation process.
Yurong Xie, Dunhong Yang, Yubo Fan, Junfang Yang, Yanqun Han, Xiaoxiong Men, Fang Xu, Chao Bao   +7 more
wiley   +1 more source

Prediction of Soil Liquefaction by Using UBC3D-PLM Model in PLAXIS

, 2014
Liquefaction is a phenomenon in which the strength and stiffness of a soil is reduced by earthquake shaking or other rapid cyclic loading. Liquefaction and related phenomena have been responsible for huge amounts of damage in historical earthquakes around the world.
A. Daftari, W. Kudla
openaire   +3 more sources

Integrating triple attention convolutional network with multi‐objective optimization for excavation‐induced deformation prediction

Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 29, Page 5534-5553, 9 December 2025.
Abstract Accurate and rapid prediction of deep excavation deformation is crucial for construction safety and environmental protection. Traditional finite element analysis is time‐consuming, while single‐objective optimization (SOO) tends to cause parameter compensation effects.
Ping He, Honggui Di, Zhiyao Tian, Zhanlin Cao, Shunhua Zhou   +4 more
wiley   +1 more source

Numerical analysis of geosynthetic reinforced piled embankments scale model tests

, 2012
Geoscience and EngineeringCivil Engineering and ...
Van Duijnen, P., Den Boogert, T.H. (author), Den Boogert, T.H., Van Duijnen, P. (author), Van Eekelen, S.J.M., Van Eekelen, S.J.M. (author)   +5 more
core   +1 more source

Comparación del cálculo de una estructura de pavimento flexible por elementos finitos y cálculo teórico

Ciencia e Ingeniería Neogranadina, 2004
El presente trabajo muestra una comparación entre los resultados obtenidos en deflexión, esfuerzo radial y esfuerzo vertical del cálculo de una estructura de pavimento flexible al ser analizada por el programa Praxis (Software de elementos finitos) y ...
Óscar Javier Reyes Ortiz, Javier Fernando Camacho Tauta, Fredy Reyes Lizcano   +2 more
doaj  

Slope Stability Estimation of the Kościuszko Mound in Cracow

Studia Geotechnica et Mechanica, 2015
In the paper, the slope stability problem of the Kościuszko Mound in Cracow, Poland is considered. The slope stability analysis was performed using Plaxis FEM program. The outer surface of the mound has complex geometry.
Wrana Bogumił, Pietrzak Natalia
doaj   +1 more source

Settlement Analysis of a Large Pile Group Supporting an LNG Storage Tank

International Journal for Numerical and Analytical Methods in Geomechanics, Volume 49, Issue 16, Page 3858-3879, November 2025.
ABSTRACT Liquefied natural gas (LNG) storage tanks are often supported by large pile groups (>100 piles). The design of such foundations is generally governed by settlement rather than bearing capacity. However, minimal information is available regarding the settlement performance of the LNG tank foundations. This article first presents a comprehensive
Wuyu Zhang, Jikai Shi, Guoming Lin, Cheng Lin   +3 more
wiley   +1 more source

Analisa Secant Pile Menggunakan Program Plaxis [PDF]

, 2019
Dalam ruang lingkup ekonomi, aksesibilitas transportasi merupakan suatu peran yang sangat penting. Untuk memudahkan aksesibilitas dari maupun menuju suatu tempat maka dibutuhkan suatu infrastruktur salah satunya adalah jalan tol.
Pangestu, Panji Ageng
core   +1 more source