Zobrazeno 1 - 10
of 111
pro vyhledávání: '"Anthony T. C. Goh"'
Publikováno v:
Underground Space. 7:233-241
A finite-element analysis considering the anisotropy for the undrained shear strength was performed to examine the effects of the total stress-based anisotropic model NGI-ADP (developed by Norwegian Geotechnical Institute based on the Active-Direct s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::587892ee4e81d069f183624937d3b35f
https://doi.org/10.1016/j.undsp.2020.03.001
https://doi.org/10.1016/j.undsp.2020.03.001
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 13, Iss 6, Pp 1478-1484 (2021)
Excessive ground surface settlement induced by pit excavation (i.e. braced excavation) can potentially result in damage to the nearby buildings and facilities. In this paper, extensive finite element analyses have been carried out to evaluate the eff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::67f9bcc1119de68f5ab238bf58092caa
http://www.sciencedirect.com/science/article/pii/S1674775521001098
http://www.sciencedirect.com/science/article/pii/S1674775521001098
Publikováno v:
Underground Space, Vol 6, Iss 2, Pp 185-194 (2021)
Jet grouting slabs are widely used in deep excavations owing to their effectiveness for reducing the deflection of the diaphragm wall and the prop forces acting on the struts and improving the basal-heave stability. In this paper, according to case h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::18994a31d882d2ad64b0ad071a3e47d1
http://www.sciencedirect.com/science/article/pii/S2467967419301059
http://www.sciencedirect.com/science/article/pii/S2467967419301059
Publikováno v:
Acta Geotechnica. 16:1615-1626
The evaluation of strut forces is critical to ensure the system stability of braced excavation in urban areas. The most common empirical approach to determine the forces in the struts is the empirical apparent pressure diagram (APD) method. Although
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e0ee8dc6849fa7b84d68fdc76d217d0
https://doi.org/10.1007/s11440-020-01129-x
https://doi.org/10.1007/s11440-020-01129-x
Publikováno v:
Geoscience Frontiers, Vol 12, Iss 1, Pp 375-383 (2021)
This research focuses on the application of three soft computing techniques including Minimax Probability Machine Regression (MPMR), Particle Swarm Optimization based Artificial Neural Network (ANN-PSO) and Particle Swarm Optimization based Adaptive
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5bed3a400eddaf48c8285e73a3fcf661
http://www.sciencedirect.com/science/article/pii/S1674987120301213
http://www.sciencedirect.com/science/article/pii/S1674987120301213
Autor:
Anthony T. C. Goh, Suzanne Lacasse, Runhong Zhang, Zhongqiang Liu, Wengang Zhang, Hanlong Liu, Chongzhi Wu
Publikováno v:
Geoscience Frontiers, Vol 11, Iss 4, Pp 1095-1106 (2020)
Geoscience Frontiers
Geoscience Frontiers
Soft computing techniques are becoming even more popular and particularly amenable to model the complex behaviors of most geotechnical engineering systems since they have demonstrated superior predictive capacity, compared to the traditional methods.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::476367e4c9ba990b31e23862d88426cb
http://www.sciencedirect.com/science/article/pii/S1674987119302361
http://www.sciencedirect.com/science/article/pii/S1674987119302361
Publikováno v:
Geoscience Frontiers, Vol 12, Iss 1, Pp 327-329 (2021)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8390b441de681e6ae878ba35fa21378c
http://www.sciencedirect.com/science/article/pii/S1674987120301249
http://www.sciencedirect.com/science/article/pii/S1674987120301249
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 11, Iss 4, Pp 770-778 (2019)
Blasting has been widely used in mining and construction industries for rock breaking. This paper presents the results of a series of field tests conducted to investigate the ground wave propagation through mixed geological media. The tests were cond
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::daf2e93bf7bed771fc90e3c0b0e22ed2
http://www.sciencedirect.com/science/article/pii/S1674775518303639
http://www.sciencedirect.com/science/article/pii/S1674775518303639
Publikováno v:
Computers and Geotechnics. 108:152-160
Nonlinear finite element analyses for deep excavations in soft clay with different geometrical properties of the excavation, wall and soil properties were carried out to assess the basal heave factor of safety. The study indicated that the increase i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::578c334d7e142daba241fd6c75de72f5
https://doi.org/10.1016/j.compgeo.2018.12.015
https://doi.org/10.1016/j.compgeo.2018.12.015
Publikováno v:
Tunnelling and Underground Space Technology. 84:461-471
The horizontal wall deflection of the braced excavations is influenced by many factors, including the excavation geometry, wall stiffness, soil parameters, struts spacing and so forth. In this study, three-dimensional (3D) finite element (FE) analyse
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e2468f76becf4e5b1631b9f47e504a69
https://doi.org/10.1016/j.tust.2018.11.046
https://doi.org/10.1016/j.tust.2018.11.046