دنبال کردن
Chayut Ngamkhanong
عنوان
نقل شده توسط
نقل شده توسط
سال
State-of-the-art review of railway track resilience monitoring
C Ngamkhanong, S Kaewunruen, BJA Costa
Infrastructures 3 (1), 3, 2018
1382018
Evaluation of lateral stability of railway tracks due to ballast degradation
C Ngamkhanong, B Feng, E Tutumluer, YMA Hashash, S Kaewunruen
Construction and Building Materials 278, 122342, 2021
692021
Undrained stability of ring foundations: axisymmetry, anisotropy, and nonhomogeneity
S Keawsawasvong, J Shiau, C Ngamkhanong, V Qui Lai, C Thongchom
International Journal of Geomechanics 22 (1), 04021253, 2022
682022
Fatigue life assessment method for prestressed concrete sleepers
R You, D Li, C Ngamkhanong, R Janeliukstis, S Kaewunruen
Frontiers in built environment 3, 68, 2017
662017
Effects of under sleeper pads on dynamic responses of railway prestressed concrete sleepers subjected to high intensity impact loads
C Ngamkhanong, S Kaewunruen
Engineering Structures 214, 110604, 2020
632020
Recycled aggregates concrete compressive strength prediction using artificial neural networks (ANNs)
MAR BKA, C Ngamkhanong, Y Wu, S Kaewunruen
Infrastructures 6 (2), 17, 2021
562021
Wet/dry influence on behaviors of closed-cell polymeric cross-linked foams under static, dynamic and impact loads
S Kaewunruen, C Ngamkhanong, M Papaelias, C Roberts
Construction and Building Materials 187, 1092-1102, 2018
522018
Application of artificial neural networks for predicting the stability of rectangular tunnels in Hoek–Brown rock masses
S Keawsawasvong, S Seehavong, C Ngamkhanong
Frontiers in Built Environment 8, 837745, 2022
452022
Damage and failure modes of railway prestressed concrete sleepers with holes/web openings subject to impact loading conditions
S Kaewunruen, C Ngamkhanong, CH Lim
Engineering Structures 176, 840-848, 2018
452018
Bearing capacity of ring footings in anisotropic clays: FELA and ANN
DK Nguyen, TP Nguyen, C Ngamkhanong, S Keawsawasvong, VQ Lai
Neural Computing and Applications 35 (15), 10975-10996, 2023
422023
Nonlinear finite element analysis for structural capacity of railway prestressed concrete sleepers with rail seat abrasion
R You, K Goto, C Ngamkhanong, S Kaewunruen
Engineering Failure Analysis 95, 47-65, 2019
422019
A review on modelling and monitoring of railway ballast
C Ngamkhanong, S Kaewunruen, C Baniotopoulos
Structural monitoring and Maintenance 4 (3), 195, 2017
412017
Dynamic train-track interactions over railway track stiffness transition zones using baseplate fastening systems
C Ngamkhanong, QY Ming, T Li, S Kaewunruen
Engineering Failure Analysis 118, 104866, 2020
362020
Prediction of thermal-induced buckling failures of ballasted railway tracks using artificial neural network (ANN)
C Ngamkhanong, S Kaewunruen
International Journal of Structural Stability and Dynamics 22 (05), 2250049, 2022
352022
Derailment-resistant performance of modular composite rail track slabs
S Kaewunruen, Y Wang, C Ngamkhanong
Engineering Structures 160, 1-11, 2018
352018
Neural network-based prediction model for the stability of unlined elliptical tunnels in cohesive-frictional soils
S Sirimontree, S Keawsawasvong, C Ngamkhanong, S Seehavong, ...
Buildings 12 (4), 444, 2022
322022
Data-driven prediction of stability of rock tunnel heading: an application of machine learning models
C Ngamkhanong, S Keawsawasvong, T Jearsiripongkul, LT Cabangon, ...
Infrastructures 7 (11), 148, 2022
302022
The effect of ground borne vibrations from high speed train on overhead line equipment (OHLE) structure considering soil-structure interaction
C Ngamkhanong, S Kaewunruen
Science of the Total Environment 627, 934-941, 2018
302018
Prediction of the stability of various tunnel shapes based on Hoek–Brown failure criterion using artificial neural network (ANN)
T Jearsiripongkul, S Keawsawasvong, C Thongchom, C Ngamkhanong
Sustainability 14 (8), 4533, 2022
292022
Influences of ballast degradation on railway track buckling
C Ngamkhanong, S Kaewunruen, C Baniotopoulos
Engineering Failure Analysis 122, 105252, 2021
282021
سیستم در حال حاضر قادر به انجام عملکرد نیست. بعداً دوباره امتحان کنید.
مقاله‌ها 1–20