| Evaluation of clay constitutive models for analysis of deep excavation under undrained conditions A Lim, CY Ou, PG Hsieh Journal of GeoEngineering 5 (1), 9-20, 2010 | 164 | 2010 |
| Three-dimensional numerical study of long-term settlement induced in shield tunneling A Jallow, CY Ou, A Lim Tunnelling and Underground Space Technology 88, 221-236, 2019 | 65 | 2019 |
| Stress paths in deep excavations under undrained conditions and its influence on deformation analysis A Lim, CY Ou Tunnelling and underground space technology 63, 118-132, 2017 | 64 | 2017 |
| Evaluation of factors of safety against basal heave for deep excavations in soft clay using the finite-element method TN Do, CY Ou, A Lim Journal of Geotechnical and geoenvironmental engineering 139 (12), 2125-2135, 2013 | 55 | 2013 |
| Evaluation of buttress wall shapes to limit movements induced by deep excavation A Lim, PG Hsieh, CY Ou Computers and Geotechnics 78, 155-170, 2016 | 47 | 2016 |
| A novel strut-free retaining wall system for deep excavation in soft clay: numerical study A Lim, CY Ou, PG Hsieh Acta Geotechnica 15, 1557-1576, 2020 | 43 | 2020 |
| Investigation of the integrated retaining system to limit deformations induced by deep excavation A Lim, CY Ou, PG Hsieh Acta Geotechnica 13 (4), 973-995, 2018 | 38 | 2018 |
| Performance and three-dimensional analyses of a wide excavation in soft soil with strut-free retaining system A Lim, CY Ou International Journal of Geomechanics 18 (9), 05018007, 2018 | 29 | 2018 |
| Bio-mediated soil improvement of loose sand with fungus A Lim, PC Atmaja, S Rustiani Journal of Rock Mechanics and Geotechnical Engineering 12 (1), 180-187, 2020 | 25 | 2020 |
| An innovative earth retaining supported system for deep excavation A Lim, CY Ou, PG Hsieh Computers and Geotechnics 114, 103135, 2019 | 18 | 2019 |
| Evaluasi formula penentuan daya dukung aksial tiang pancang tunggal menggunakan data CPT berdasarkan metode langsung (Direct method) A Lim Research Report-Engineering Science 2, 2014 | 14 | 2014 |
| Lesson Learned from retaining wall failures: a geotechnical disasters A Lim, PP Rahardjo Andalas University and Ikatan Ahli Kebencanaan, 2018 | 12 | 2018 |
| Use of the total stress undrained model to the analysis of deep excavation PG Hsieh, CY Ou, A Lim Proceedings of the 17th Southeast Asian Geotechnocal Conference, 2010 | 12 | 2010 |
| Kajian Daya Dukung Pondasi Menerus Terhadap Jarak Antar Pondasi Dan Kondisi Tanah Yang Berlapis A Lim Research Report-Engineering Science 1, 2013 | 8 | 2013 |
| A case study of strut-free excavation retaining system TY Yeh, CY Ou, A Lim Acta Geotechnica 17 (12), 5557-5571, 2022 | 7 | 2022 |
| COMPARISON OF PLEUROTUS OSTREATUS AND RHIZOPUS OLIGOSPORUS FUNGI FOR LOOSE SAND IMPROVEMENT A Lim, P Henzi, O Arvin Journal of Geoengineering 18 (1), 1-10, 2023 | 6 | 2023 |
| Soil Improvement Using Xanthan Gum Biopolymer for Loose Sand: Experimental Study A Lim, YA Montol, S Rustiani ICCOEE2020: Proceedings of the 6th International Conference on Civil …, 2021 | 6 | 2021 |
| Improvement of soil shear strength using glucomannan biopolymer for loose sand A Lim, MR Iskandar, Y Albrecht IOP Conference Series: Earth and Environmental Science 871 (1), 012056, 2021 | 5 | 2021 |
| Studi Eksperimental Kemampuan Biosementasi Bakteri Lokal pada Tanah Pasir Lepas A Lim, DA Muhammad, AS Lestari Fakultas Teknik Sipil dan Lingkungan, Institut Teknologi Bandung, 2019 | 5 | 2019 |
| Development of bearing capacity factor in clay soil with normalized undrained shear strength behavior using the finite element method A Lim Jurnal Teknik Sipil ITB 18 (2), 1-8, 2011 | 5 | 2011 |
Chang-Yu Ouprofessor of construction engineering, National Taiwan University of Science and TechnologyVerified email at mail.ntust.edu.tw
