Items where Author is "Le, B. T."
Article
Arjmandazar Varjovi, M., Rahmanpour, M., Khosravi, M. H. , Majdi, A. & Le, B. T. 
ORCID: 0000-0001-7760-4134 (2024).
Performance Evaluation of Artificial Neural Networks and Support Vector Regression in Tunneling-Induced Settlement Prediction Incorporating Umbrella Arch Method Characteristics.
International Journal of Engineering, 37(8),
pp. 1510-1521.
doi: 10.5829/ije.2024.37.08b.05
Divall, S. ORCID: 0000-0001-9212-5115, Goodey, R. J., Davies, M. C. R. , Le, B. T. & Nguyen, T. T. T. (2023).
Twin-tunnelling: Case studies in clay.
Journal of Mining and Earth Sciences, 64(6),
pp. 66-78.
doi: 10.46326/jmes.2023.64(6).08
Goodey, R. J., Divall, S. ORCID: 0000-0001-9212-5115 & Le, B. T. (2023).
Surface settlements arising from elliptical shaft excavation in clay.
International Journal of Physical Modelling in Geotechnics, 23(5),
pp. 262-271.
doi: 10.1680/jphmg.21.00080
Le, B. T., Nguyen, T. T. T., Divall, S. ORCID: 0000-0001-9212-5115 & Davies, M. C. R. (2023).
A study on large volume losses induced by EBPM tunnelling in sandy soils.
Tunnelling and Underground Space Technology, 132,
article number 104847.
doi: 10.1016/j.tust.2022.104847
Le, B. T. & Taylor, R. N. ORCID: 0000-0002-8103-0433 (2019).
Ground response to tunnelling incorporating a soil reinforcement system.
Canadian Geotechnical Journal, 56(11),
pp. 1719-1728.
doi: 10.1139/cgj-2018-0075
Le, B. T. & Taylor, R. N. ORCID: 0000-0002-8103-0433 (2018).
Response of clay soil to three-dimensional tunnelling simulation in centrifuge models.
Soils and Foundations, 58(4),
pp. 808-818.
doi: 10.1016/j.sandf.2018.03.008
Le, B. T., Nadimi, S., Goodey, R.J. & Taylor, R.N. (2016). System to measure three-dimensional movements in physical models. Géotechnique Letters, 6(4), pp. 256-262. doi: 10.1680/jgele.16.00073
Conference or Workshop Item
Le, B. T., Nguyen, N. T., Divall, S. ORCID: 0000-0001-9212-5115 , Goodey, R. & Taylor, R. N. ORCID: 0000-0002-8103-0433 (2021).
Modified Gap Method for prediction of tunnelling-induced soil settlement in sand - a case study.
In:
Geotechnical Aspects of Underground Construction in Soft Ground.
10th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, 27-29 Jun 2022, Cambridge, UK.
doi: 10.1201/9780429321559
Le, B. T., Nadimi, S., Goodey, R.J. ORCID: 0000-0002-9166-8393 & Taylor, R.N. ORCID: 0000-0002-8103-0433 (2018).
A study on performance of three-dimensional imaging system for physical models.
In: McNamara, A. M. ORCID: 0000-0002-3452-0800, Divall, S. ORCID: 0000-0001-9212-5115, Goodey, R.J. ORCID: 0000-0002-9166-8393 , Taylor, N., Stallebrass, S. E. ORCID: 0000-0002-3747-9524 & Panchal, J. P. (Eds.),
Physical Modelling in Geotechnics: Proceedings of the 9th International Conference on Physical Modelling in Geotechnics (ICPMG 2018), July 17-20, 2018, London, United Kingdom.
Le, B. T. & Taylor, R.N. (2016). A study on the reinforcing capabilities of Forepoling Umbrella System in urban tunnelling. Paper presented at the The 3rd European Conference on Physical Modelling in Geotechnics, 1-3 Jun 2016, Nantes, France.
Le, B. T., Divall, S. ORCID: 0000-0001-9212-5115 & Taylor, R.N. (2015).
The effect of a forepole umbrella system on the stability of a tunnel face in clay.
In:
Proceedings of the XVI ECSMGE Geotechnical Engineering for Infrastructure and Development.
XVI European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE), 13-17 Sep 2015, Edinburgh, UK.