School of Civil and Environmental Engineering (CEE), NTU, Singapore - Congratulations to A/P Anthony Goh and his former PhD student Zhang Wengang for being awarded the 2019 Sloan Outstanding Paper Award by
Computers and Geotechnics 1989: Vol 8 Table of Contents : Free Download, Borrow, and Streaming : Internet Archive
![Neues Paper: “A theory of porous media for unsaturated soils with immobile air” in Computers and Geotechnics – Institut für Geotechnik – TU Darmstadt Neues Paper: “A theory of porous media for unsaturated soils with immobile air” in Computers and Geotechnics – Institut für Geotechnik – TU Darmstadt](https://www.geotechnik.tu-darmstadt.de/media/institut_und_versuchsanstalt_fuer_geotechnik/media_institut_ivg/news_6/2023_02/res-air_870x489.png)
Neues Paper: “A theory of porous media for unsaturated soils with immobile air” in Computers and Geotechnics – Institut für Geotechnik – TU Darmstadt
Elsevier Editorial System(tm) for Computers and Geotechnics Manuscript Draft Manuscript Number: Title: SLOPE INSTABILITY OF THE
![PDF) Discussion of “A simple mathematical model for soil nail and soil interaction analysis” by Wan-Huan Zhou and Jian-Hua Yin [Computers and Geotechnics 35 (2008) 479–488] | Fengtao Liu - Academia.edu PDF) Discussion of “A simple mathematical model for soil nail and soil interaction analysis” by Wan-Huan Zhou and Jian-Hua Yin [Computers and Geotechnics 35 (2008) 479–488] | Fengtao Liu - Academia.edu](https://0.academia-photos.com/attachment_thumbnails/73502626/mini_magick20211023-468-wpl0a0.png?1635047885)
PDF) Discussion of “A simple mathematical model for soil nail and soil interaction analysis” by Wan-Huan Zhou and Jian-Hua Yin [Computers and Geotechnics 35 (2008) 479–488] | Fengtao Liu - Academia.edu
![Neues Paper: “Monopile installation in clay and subsequent response to millions of lateral load cycles” in Computers and Geotechnics – Institut für Geotechnik – TU Darmstadt Neues Paper: “Monopile installation in clay and subsequent response to millions of lateral load cycles” in Computers and Geotechnics – Institut für Geotechnik – TU Darmstadt](https://www.geotechnik.tu-darmstadt.de/media/institut_und_versuchsanstalt_fuer_geotechnik/media_institut_ivg/news_6/2023_01/paper_monoplie_installation_in_clay/monopile-combination_angepasst_870x489.png)
Neues Paper: “Monopile installation in clay and subsequent response to millions of lateral load cycles” in Computers and Geotechnics – Institut für Geotechnik – TU Darmstadt
![PDF) Comments on “A general theoretical solution for the consolidation of a composite foundation” by K.-H. Xie, M.-M. Lu, A.-F. Hu and G.-H. Chen [ Computers and Geotechnics 36 (2009) 24-30] | Jorge PDF) Comments on “A general theoretical solution for the consolidation of a composite foundation” by K.-H. Xie, M.-M. Lu, A.-F. Hu and G.-H. Chen [ Computers and Geotechnics 36 (2009) 24-30] | Jorge](https://0.academia-photos.com/attachment_thumbnails/46014253/mini_magick20190210-741-8q26pz.png?1549848166)
PDF) Comments on “A general theoretical solution for the consolidation of a composite foundation” by K.-H. Xie, M.-M. Lu, A.-F. Hu and G.-H. Chen [ Computers and Geotechnics 36 (2009) 24-30] | Jorge
![Neues Paper: „Strain-dependent slope stability for earthquake loading“ in Computers and Geotechnics – Institut für Geotechnik – TU Darmstadt Neues Paper: „Strain-dependent slope stability for earthquake loading“ in Computers and Geotechnics – Institut für Geotechnik – TU Darmstadt](https://www.geotechnik.tu-darmstadt.de/media/institut_und_versuchsanstalt_fuer_geotechnik/media_institut_ivg/news_6/2022_10/FOS_KNN_plot-small-homepage_0x489.png)
Neues Paper: „Strain-dependent slope stability for earthquake loading“ in Computers and Geotechnics – Institut für Geotechnik – TU Darmstadt
![PDF) Mathematical and computational modelling of vegetated soil incorporating hydraulically-driven finite strain deformation PDF) Mathematical and computational modelling of vegetated soil incorporating hydraulically-driven finite strain deformation](https://i1.rgstatic.net/publication/343305548_Mathematical_and_computational_modelling_of_vegetated_soil_incorporating_hydraulically-driven_finite_strain_deformation/links/5f32c0b5458515b729182253/largepreview.png)
PDF) Mathematical and computational modelling of vegetated soil incorporating hydraulically-driven finite strain deformation
![Impact and innovation – hallmarks of geotechnical engineering research at UNSW | Centre for Infrastructure Engineering and Safety Impact and innovation – hallmarks of geotechnical engineering research at UNSW | Centre for Infrastructure Engineering and Safety](https://www.cies.unsw.edu.au/sites/cies/files/u145/Computers%20and%20Geotechnics%20640%20400.jpg)