Teknik Sipil

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Table of Contents

International Journal

  1. Lim, A., Zhafirah, A., Nasution, B.H., and Nugraha, R.A. (2025). Investigation of using Aspergillus oryzae Fungi and Soybean Flour for increasing shear strength durability of sand. Biogeotechnics, 100179. https://doi.org/10.1016/j.bgtech.2025.100179.
  2. Irawan, A.D., Lim, A., and Wijaya, M. (2025). Evaluation of Secondary Reinforcement Layers on Segmental MSE Wall Behavior Using 3D Finite Element Method: A Case Study. International Journal of Geosynthetics and Ground Engineering, 11(10). https://doi.org/10.1007/s40891-025-00615-0.
  3. Thendar, Y. and Lim, A. (2024). Investigation into RFD system for deep excavation considering diaphragm wall joints. Rock and Soil Mechanics, 45(12), 3717-3727. https://doi.org/10.16285/j.rsm.2024.00105.
  4. Wijaya, M., Lim, A., Rahardjo, P.P., Satyanaga, A., Hamdany, A.H., and Adiguna, G.A. (2024). Determination of soil–water characteristic curves by using a polymer tensiometer. Journal of the Mechanical Behavior of Materials, 33(1), 20240007. https://doi.org/10.1515/jmbm-2024-0007.
  5. Montol, Y.A., Lim, A., and Rahardjo, P.P. (2024). Shear Strength Characteristics of Calcium Oxide and Guar Gum Treated Loose Petobo Silty Sand. Journal of Applied Engineering and Technological Science (JAETS), 5 (2), 661-671. https://doi.org/10.37385/jaets.v5i2.2583.
  6. Lim, A., Sunaryo, J.Y., Wijaya, M., Satyanaga, A., and Kristijarti, A.P. (2024). Hydraulic characteristics and incubation methods for enhancing durability of Fungi-Mycelium treated silica sand using Rhizopus oligosporus and Rhizopus oryzae combination. Biogeotechnics, 2(1), 100066. https://doi.org/10.1016/j.bgtech.2023.100066.
  7. Hanifah, H.R., Rahardjo, P.P., and Lim, A. (2023). Three-dimensional analysis and inclinometer measurements in deep circular excavation in sand soil. Rock and Soil Mechanics, 44(4), 1142-1152. https://doi.org/10.16285/j.rsm.2022.00245.
  8. Hamdany, H., Wijaya, M., Satyanaga, A., Rahardjo, H., Qian, Z., Lim, A., and Kim, J. (2023). Numerical Simulation on the Effect of Infiltration and Evapotranspiration on the Residual Slope. Sustainability, 15(11), 8653. https://doi.org/10.3390/su15118653.
  9. Lim A, Henzi, P., and Arvin, O. (2023). Comparison of Pleurotus ostreatus and Rhizopus oligosporus fungi for loose sand improvement. Journal of GeoEngineering, 18 (1), 1-10. https://doi.org/10.6310/jog.202303_18(1).1.
  10. Lim, A. and Sukiwan, O.A. (2023). Evaluation of ASTM D1143/D 1143 M-07 and Chinese Code JGJ 106-2014 for Pile Load Testing using Finite Element Method. Civil Engineering Dimension, 25(2), 126-134. https://doi.org/10.9744/ced.25.2.126-134.
  11. Yeh, T.Y., Ou, C.Y., and Lim, A. (2022). A case study of strut-free excavation retaining system. Acta Geotechnica. 17, 5557–5571. https://doi.org/10.1007/s11440-022-01526-4.
  12. Lyman, R.A., Lim, A., and Rahardjo, P.P. (2022). Estimating System Stiffness of Soil Nailing for Deep Excavation in Clay. International Journal of Civil Engineering, 20, 1009-1025. https://doi.org/10.1007/s40999-022-00722-3.
  13. Arafianto, A., Rahardjo, P.P., and Lim, A. (2021). Finite-Element Modeling of Cone Penetration in Soft Clay at South Bandung, West Java, Indonesia. International of Geomechanics, 21(12). https://doi.org/10.1061/(ASCE)GM.1943-5622.0002175.
  14. Lim, A. and Hsieh, P.G. (2021). Numerical study of ground surface settlement induced by diaphragm and buttress installation. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 52(1), 55-60. https://doi.org/10.14456/seagj.2021.27.
  15. Lim, A., Ou, C.Y., and Hsieh, P.G. (2020). A novel strut-free retaining wall system for deep excavation in soft clay: numerical study. Acta Geotechnica, 15(6), 1557-1576. https://doi.org/10.1007/s11440-019-00851-5.
  16. Lim, A. and Ou, C.Y. (2020). Performance of cross and buttress walls to control wall deflection induced by deep excavation in dense urban area. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 51(1), 44–51. https://doi.org/10.14456/seagj.2020.63.
  17. Lim, A., Atmaja, P.C., and Rustiani, S. (2020). Bio-mediated soil improvement of loose sand with fungus. Journal of Rock Mechanics and Geotechnical Engineering, 12(1), 180-187. https://doi.org/10.1016/j.jrmge.2019.09.004.
  18. Lim, A., Ou, C.Y., and Hsieh, P.G. (2019). An innovative earth retaining supported system for a deep excavation. Computer and Geotechnics, 114, 103135. https://doi.org/10.1016/j.compgeo.2019.103135.
  19. Jallow, A., Ou, C.Y., and Lim, A. (2019). Three-dimensional numerical study of long-term settlement induced in shield tunneling. Tunneling and Underground Space Technology, 88, 221-236. https://doi.org/10.1016/j.tust.2019.02.021.
  20. Lim, A and Ou, C.Y. (2018).  Performance and three-dimensional analyses of a wide excavation in soft soil with strut-free retaining system: case study. International Journal of Geomechanics, 18(9), 05018007. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001165.
  21. Lim, A., Ou, C.Y., and Hsieh, P.G. (2018). Investigation of the integrated retaining system to limit deformations induced by deep excavation. Acta Geotechnica, 13, 973-995. https://doi.org/10.1007/s11440-017-0613-6.
  22. Lin, P.Y., Lim, A., Ho, S., and Ho, S.P. (2018). Application of the novel composite earth retaining structure method to urban excavations: a constructability analysis. Journal of the Chinese Institute of Engineers, 41(7), 603-611. https://doi.org/10.1080/02533839.2018.1531060.
  23. Lim, A. and Ou, C.Y. (2017). Stress paths in deep excavations under undrained conditions and its influence on deformation analysis. Tunneling and Underground Space Technology, 63, 118-132. https://doi.org/10.1016/j.tust.2016.12.013.
  24. Lim, A., Hsieh, P.G., and Ou, C.Y. (2016). Evaluation of buttress wall shapes to limit movements induced by deep excavation. Computer and Geotechnics, 78, 155-170. https://doi.org/10.1016/j.compgeo.2016.05.012.
  25. Do, T.N., Ou, C.Y., and Lim, A. (2013). Evaluation of factors of safety against basal heave for deep excavations in soft clay using the finite element method. Journal of Geotechnical and Geoenvironmental Engineering, 139(12), 2125-2135. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000940.
  26. Lim, A., Ou, C.Y., and Hsieh, P.G. (2010). Evaluation of Soil Constitutive Models for Analysis of Deep Excavation under Undrained Condition. Journal of GeoEngineering, 5(1), 9-20. https://doi.org/10.6310/jog.2010.5(1).2.

Indonesia Accredited Journal

  1. Lim, A., Widjaja, H., and Erdian, A. (2024). Finite Element Analysis of Vacuum Preloading Effect on Lateral Deformation: A Case Study of Road Embankment. Applied Research on Civil Engineering and Environment (ARCEE), 5(02), 92-102.
  2. Lim, A., et al. (2024). Landslide Treatment in the Al-Husainiyyah Junior High School Area using Cantilever-Geofoam Wall. Dinamisia: Jurnal Pengabdian Kepada Masyarakat, 8(4), 1139-1153.
  3. Cheryl, M.F. and Lim, A. (2024). Studi Kasus Pemodelan Vacuum Consolidation dan Prefabricated Vertical Drain. Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 8(2), 411-420.
  4. Ardiana, A., Lim, A., and Muljana, H. (2024). Experimental Study of Cationic-Modified Biopolymer for Increasing the Shear Strength of Sand. Jurnal Teknik Sipil dan Perencanaan, 26 (1), 42-53.
  5. Lie, E. and Lim, A. (2023). Evaluation of Degree of Consolidation, Over Consolidation Ratio and Coefficient of Consolidation from CPTu tests in Alluvium Clays. INERSIA: Jurnal Teknik Sipil dan Arsitektur, 19(2), 251-260.
  6. Yosuardi, J. Lim, A., Renggaman, A., and Wijaya, M. (2023). Pengaruh Nutrisi Terigu Terhadap Perbaikan Tanah Pasir Silika dengan Miselium Jamur. Jurnal Arsip Rekayasa Sipil dan Perencanaan, 6(4), 256-266.
  7. Hanif, M., Lim, A., Wijaya, M., and Prassetyo, S.H. (2023). Dampak Model Tanah Pada Analisis Metode Elemen Hingga 2 Dimensi Terowongan NATM: Studi Kasus Terowongan Manikin. Siklus: Jurnal Teknik Sipil, 9(2), 202-217.
  8. Ardiana, A., Lim, A. Muljana, H., Putra, H., and Widjaja, B. (2023). Studi Laboratorium Campuran Biopolimer Glukomanan dan Beeswax untuk Meningkatkan Kuat Geser Tanah Pasir. Jurnal Teknik Sipil, 17(3), 198-207.
  9. Lim, A., Renaldy, A., and Kristian, D.S. (2023). Soil Improvement of Petobo Silty Sand using Ferronickle Slag and Alkaline Activators. Applied Research on Civil Engineering and Environment (ARCEE), 4(02), 73-83.
  10. Lim, A., Pratama, I.P., and Verguson, Y.J. (2023). Effects of EPS Beads on the Unconfined Compressive Strength and Stiffness of Bentonite Soil-Cement Mixture. Jurnal Teknik Sipil dan Perencanaan, 25(1), 8-14.
  11. Lim A. and Darian, E. (2022). Perbaikan tanah lunak menggunakan campuran ferronickel slag dan kalium serta natrium hidroksida. Jurnal Rekayasa Sipil, 18(3), 202-213.
  12. Soen, A.Y., Tjung, E.Y.S., and Lim, A. (2022). Comparison of Material Point Method and Finite Element Method for Post-Failure Large Deformation Geotechnical Analysis. Journal of the Civil Engineering Forum, 9(1), 1-10.
  13. Kefas, P., Rahardjo, P.P., and Lim A. (2022). Analisis galian dalam dengan perkuatan angkur dan strut menggunakan model 3D di Jakarta Utara. TERAS Jurnal: Jurnal Teknik Sipil, 12 (2), 515-526.
  14. Lim, A. and Pianica, L. (2022). Efek gradasi tanah pasir pada penggunaan jamur Rhizopus oligosporus untuk perbaikan tanah pasir lepas. Jurnal Aplikasi Teknik Sipil, 20(2), 157-162.
  15. Chou, V.F., Rahardjo, P.P., and Lim, A. (2022). Analisis balik galian dalam dengan metode konstruksi top-down menggunakan analisis elemen hingga 2 dimensi dan 3 dimensi. Jurnal Teknik Sipil, 29(1), 37-47.
  16. Lim, A, Batistuta, V.H., and Wijaya, Y.V.C. (2022). Finite Element Modelling of Prestressed Concrete Piles in Soft Soils, Case Study: Northern Jakarta, Indonesia. Journal of the Civil Engineering Forum, 8(1), 21-30.
  17. Wijaya, M., Arsyad, A.K., Lim, A., and Rahardjo, P.P. (2022). The determination of downhole dynamic compaction parameters based on finite element analysis. Journal of the Civil Engineering Forum, 8(3), 257-266.
  18. Wijaya, W., Rahardjo, P.P., and Lim, A. (2021). Investigation of Twin Tunnel Deformation with Umbrella Grouting Protection & NATM Tunneling using 3D Finite Element: Case Study Cisumdawu Tunnel. Journal Universitas Kadiri Riset Teknik Sipil, 5(2), 252-267.
  19. Jogiadinata, E., Rahardjo, P.P., and Lim, A. (2021). Analisis Tiga Dimensi Pondasi Tiang-Rakit pada Tanah Lempung, Menteng-Jakarta. Media Komunikasi Teknik Sipil, 27(1), 107-117.
  20. Sutanto, A.S., Rahardjo, P.P., and Lim, A. (2021). Influence of Pre-Stressing on Tieback Retaining Wall for Sandy Soils Excavation. Journal of the Civil Engineering Forum, 7(3), 253-266.
  21. Gusnadi, Z., Rahardjo, P.P., and Lim, A (2021). Analisis Perilaku Perbaikan Tanah Metode Vakum Preloading dengan Elemen Hingga 2D. TERAS Jurnal: Jurnal Teknik Sipil, 11(2), 363-374.
  22. Girsang C., Rahardjo, P.P., and Lim, A. (2021). Investigation of Pile Behavior Toward Abutment Construction using PLAXIS 3D: Case Study on Lembak Bridge. Journal Universitas Kadiri Riset Teknik Sipil, 5(1), 1-16.
  23. Lim, A., Muhammad, D.A., and Lestari, A.S. (2019) Studi eksperimental kemampuan biosementasi bakteri local pada tanah pasir lepas. Jurnal Teknik Sipil, 26 (2), 129-138.
  24. Lim, A. (2011). Development of Bearing Capacity Factor in Clay Soil with Normalized Undrained Shear Strength Behavior using The Finite Element Method. Jurnal Teknik Sipil, 18(2), 1-8.

Conference Proceedings

  1. Lim, E., Prassetyo, S.H., Kartiko, R.D., Basarah, Y.I., Lim, A., Mulyadi, S.S., Winarsa, A.J.D., Danubroto, R.W., and Wisanggeni, T. (2025). Structural Design of Tunnel Lining Under Clay Soil. International Conference on “TUNNELLING AND UNDERGROUND SPACE FOR SUSTAINABLE DEVELOPMENT” (TUNNEL 2024), Bandung, Indonesia.
  2. Rafael, M., Rahardjo, P.P., and Lim, A. (2025). Three-Dimensional Evaluation of the Influence of Plane Strain Ratio on Deformation and Forces in Retaining Walls with a Case Study of the Monas Jakarta MRT Station. International Conference on “TUNNELLING AND UNDERGROUND SPACE FOR SUSTAINABLE DEVELOPMENT” (TUNNEL 2024), Bandung, Indonesia.
  3. Prassetyo, S.H., Lim, E., Wattimena, R.K., Teng, F., Lim, A., et al., (2024). Ground Load Monitoring in Weak Rock Tunneling Using VW Pressure Cells and Strain Gauges. Proceedings of the 5th International Conference on Information Technology in Geo-Engineering (ICITG 2024), Colorado, USA.
  4. Ongkowijoyo, Y.P., Lim, A., and Lyman, R.A. (2023). Three-dimensional finite element analysis of bio-inspired root anchored pile in clay. The 3rd International Conference of Construction, Infrastructure, and Materials (ICCIM 2023), Jakarta, Indonesia.
  5. Thendar, Y., Lim, A., and Lyman, R. A. (2023). Effectiveness of soil improvement for deep excavation in under-consolidated soil: A case study. The 3rd International Conference of Construction, Infrastructure, and Materials (ICCIM 2023), Jakarta, Indonesia.
  6. Lyman, R.A. and Lim, A. (2023). Development of Plane Strain Ratio for Soil Nailing Wall in Clay.International Conference on “Case Histories in Geotechnical Engineering” & 4th AsRTC6 Urban Geoengineering Symposium.
  7. Ou, C.Y., Lim, A., Hsieh, P.G., and Chien, S.C. (2022). A study of a strut-free excavation system in deep excavations. Proceedings of the 10th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Cambridge, United Kingdom.
  8. Lim, A., Iskandar, M.R., and Montol, Y.A. (2021). Improvement of soil shear strength using glucomannan biopolymer for loose sand. The 2nd International Seminar on Civil and Environmental Engineering (ISCEE 2021), Bogor, Indonesia.
  9. Lim, A., Montol, Y.A., and Rustiani, S. (2020). Soil Improvement Using Xanthan Gum Biopolymer for Loose Sand: Experimental Study. Proceedings of the 6th International Conference on Civil, Offshore and Environmental Engineering (ICCOEE2020), Kuching, Malaysia.
  10. Lim, A., Rahardjo, P.P., and Lyman, R.A. (2019). Performance and modeling of secant pile reinforced by soil nailing for urban excavation in Jakarta. Proceedings of the 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Taipei, Taiwan.
  11. Rahardjo, P.P. and Lim, A. (2019). Geotechnical failures due to excavation in consolidating soft soils deposit. Proceedings of the 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Taipei, Taiwan.
  12. Widjaja, B., Suryo, K., and Lim, A. (2019). Numerical Modeling of the Casagrande Cup Test with Newmark’s Method. 8th International Conference on Advances in Civil, Structural and Environmental Engineering – ACSEE, Kuala Lumpur, Malaysia.
  13. Lim, A. and Ou, C.Y. (2018). Case Record of a Strut-free Excavation with Buttress Walls in Soft Soil. Proceedings of the 2nd International Symposium on Asia Urban GeoEngineering, Hunan, China.
  14. Lim, A. and Ou, C.Y. (2018). Performance of Composite Buttress and Cross Walls to Control Deformations Induced by Excavation. Proceedings of China-Europe Conference on Geotechnical Engineering, Vienna, Austria.
  15. Lim, A. and Rahardjo, P. P. (2018). Lesson Learned from retaining wall failures: a geotechnical disasters. International Conference on Disaster Management (ICDM 2018), Padang, Indonesia.
  16. Lestari, S.A. and Lim, A. (2018). An assessment of Cikangkareng rockfall due to the Tasikmalaya earthquake on September 2, 2009. International Conference on Disaster Management (ICDM 2018), Padang, Indonesia.
  17. Hsieh, P.G., Ou, C.Y., and Lim, A. (2018). Use of the total stress undrained model to the analysis of deep excavation Proceedings of the 17th Southeast Asian Geotechnical Conference, Taipei.
  18. Ou, C. Y, and Lim, A. (2016). Keynote lecture: Evaluation of three different measures in reducing the movements in deep excavations. Geotec Hanoi 2016: Geotechnics for Sustainable Infrastructure Development, Hanoi, Vietnam.
  19. Lim, A., Rahardjo, P.P., and Anggoro, B.W. (2016). Performance and modelling of unbraced shallow excavation in under consolidation Jakarta soft clay. International Conference on Problematic Soils and Ground Improvement 2016, Bandung, Indonesia.
  20. Lim, A., Kawanda, A., and Rahardjo, P.P. (2013). The Study of tz and qz curves on Bored Pile Based on The Results of Instrumented Pile Load Test in Medium and Stiff Clays. Proceeding of the International Conference on State of The Art of Pile Foundation and Pile Case Histories, Bandung, Indonesia.
  21. Lim, A. and Ou, C.Y. (2011). Analysis of basal heave stability for excavations in soft clay using the finite element method. Proceedings of the 3rd International Conference of European Asian Civil Engineering Forum, Yogyakarta, Indonesia.

Other Publications

  1. Munaba, C.W., Lim, A., and Soen, A.Y. (2022). Two-dimensional finite element analysis of piled raft coefficient settlement ratio on clays. Indonesian Geotechnical Journal, 1(2), 27-37.
  2. Satyanaga, A., Lim, A., and Gofar, N. (2022). Interpolation method for spatial distribution of clay content within residual soil. Indonesian Geotechnical Journal, 1(1), 15-24.

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