Effect of Depth-Dependent Shear Wave Velocity Profiles on Site Amplification
Article
Eskandarinejad, Alireza, Shiau, Jim and Keawsawasvong, Suraparb. 2023. "Effect of Depth-Dependent Shear Wave Velocity Profiles on Site Amplification." Transportation Infrastructure Geotechnology. 10 (6), pp. 1255-1283. https://doi.org/10.1007/s40515-022-00267-x
| Article Title | Effect of Depth-Dependent Shear Wave Velocity Profiles on Site Amplification |
|---|---|
| ERA Journal ID | 214381 |
| Article Category | Article |
| Authors | Eskandarinejad, Alireza, Shiau, Jim and Keawsawasvong, Suraparb |
| Journal Title | Transportation Infrastructure Geotechnology |
| Journal Citation | 10 (6), pp. 1255-1283 |
| Number of Pages | 29 |
| Year | 2023 |
| Publisher | Springer |
| Place of Publication | Germany |
| ISSN | 2196-7202 |
| 2196-7210 | |
| Digital Object Identifier (DOI) | https://doi.org/10.1007/s40515-022-00267-x |
| Web Address (URL) | https://link.springer.com/article/10.1007/s40515-022-00267-x |
| Abstract | Geological conditions such as soil depth to bedrock, soil types, and shear wave velocity (VS) profile can significantly affect the seismic response of a site. Previous studies have shown that using coarse VS profiles could lead to considerable errors in predicting seismic responses using one-dimensional site response analysis. These errors can be avoided by applying the depth-dependent VS gradient within a soil layer. Therefore, this paper aims to evaluate the effect of the soil VS gradient on the PGA, short-period, and long-period site coefficients for several hypothetical sites. A series of sensibility study is performed for different soil types, soil thicknesses, soil VS values, and impedance ratios between the soil and the underlying bedrock. In the current work, the median amplification spectra are computed for both constant and depth-dependent VS profiles with ten selected ground-motion suites. Its mean value is calculated over the 0.1–0.5 s and 0.4–2.0 s period ranges to determine the mean Fa and the mean Fv, respectively. The study has shown that by applying depth-dependent VS gradient within a soil layer could lead to a rise in site amplification and a reduction in the characteristic site period. The Arias intensity (IA) obtained for the depth-dependent VS profiles are greater than those for the constant VS profiles. Further adjustment of the soil VS would result in lesser change in amplification for shallower sites associated with higher impedance contrast at soil–bedrock interface. In addition, for the different site classes, a detailed comparison is drawn between the site coefficients obtained in the present study and those recommended by Minimum Design Loads and Associated Criteria for Buildings and Other Structures (ASCE/SEI 7–16). |
| Keywords | Amplification; Depth-dependent V S; Impedance contrast; Shear wave velocity; Site coefficient; Site response |
| ANZSRC Field of Research 2020 | 400502. Civil geotechnical engineering |
| Public Notes | Files associated with this item cannot be displayed due to copyright restrictions. |
| Byline Affiliations | Golestan University, Iran |
| School of Engineering | |
| Thammasat University, Thailand |
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Lai, Van Qui, Keawsawasvong, Suraparb and Shiau, Jim. 2022. "Analysis of Shaft‑Grouted Piles Using Load‑Transfer Method." International Journal of Geosynthetics and Ground Engineering. 8 (1), pp. 1-10. https://doi.org/10.1007/s40891-022-00351-9Undrained Stability of Unsupported Rectangular Excavations: Anisotropy and Non-Homogeneity in 3D
Lai, Van Qui, Shiau Jim, Keawsawasvong, Suraparb, Seehavong, Sorawit and Cabangon, Lowell Tan. 2022. "Undrained Stability of Unsupported Rectangular Excavations: Anisotropy and Non-Homogeneity in 3D." Buildings. 12 (9), pp. 1-20. https://doi.org/10.3390/buildings12091425Design Equations for Predicting Stability of Unlined Horseshoe Tunnels in Rock Masses
Lawongkerd, Jintara, Shiau Jim, Keawsawasvong, Suraparb, Seehavong, Sorawit and Jamsawang, Pitthaya. 2022. "Design Equations for Predicting Stability of Unlined Horseshoe Tunnels in Rock Masses ." Buildings. 12 (11), pp. 1-25. https://doi.org/10.3390/buildings12111800Predicting Lateral Resistance of Piles in Cohesive Soils
Chaonoi, Wiphu, Shiau Jim, Ngamkhanong, Chayut, Thongchom, Chanachai, Jamsawang, Pitthaya and Keawsawasvong, Suraparb. 2022. "Predicting Lateral Resistance of Piles in Cohesive Soils." Sustainability. 14 (19), pp. 1-19. https://doi.org/10.3390/su141912940Numerical investigation of 2D trapdoor stability
Shiau, Jim and Mirza Hassan, Mohammad. 2017. "Numerical investigation of 2D trapdoor stability." Hossain, Zakaria and Shiau, Jim (ed.) Third International Conference on Science, Engineering and Environment (SEE-2017). Springfield, Australia 13 - 16 Nov 2017 Tsu City, Mie, Japan.The effect of model domain size for unsupported plain strain tunnel headings in undrained clay
Shiau, Jim and Al-Asadi, Fadhil. 2017. "The effect of model domain size for unsupported plain strain tunnel headings in undrained clay." Hossain, Zakaria and Shiau, Jim (ed.) Third International Conference on Science, Engineering and Environment (SEE-2017). Springfield, Australia 13 - 16 Nov 2017 Tsu City, Mie, Japan.Undrained Stability of Ring Foundations: Axisymmetry, Anisotropy, and Nonhomogeneity
Keawsawasvong, Suraparb, Shiau, Jim, Ngamkhanong, Chayut, Lai, Van Qui and Thongchom, Chanachai. 2022. "Undrained Stability of Ring Foundations: Axisymmetry, Anisotropy, and Nonhomogeneity." International Journal of Geomechanics. 22 (1), pp. 1-10. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002229Improvement of bearing capacity of footings using reinforced granular trench
Bhattacharya, Paramita, Shiau, Jim and Barole, Sudarshan. 2021. "Improvement of bearing capacity of footings using reinforced granular trench." International Journal of Geosynthetics and Ground Engineering. 7, pp. 1-14. https://doi.org/10.1007/s40891-021-00324-4Instability of boreholes with slurry
Keawsawasvong, Suraparb and Shiau, Jim. 2021. "Instability of boreholes with slurry." International Journal of Geosynthetics and Ground Engineering. 7, pp. 1-11. https://doi.org/10.1007/s40891-021-00326-2Sinkhole stability in elliptical cavity under collapse and blowout conditions
Shiau, Jim, Keawsawasvong, Suraparb, Chudal, Bishal, Mahalingasivam, Kiritharan and Seehavong, Sorawit. 2021. "Sinkhole stability in elliptical cavity under collapse and blowout conditions." Geosciences. 11, pp. 1-15. https://doi.org/10.3390/geosciences11100421Revisiting Circular Tunnel Stability Using Broms and Bennermarks’ Original Stability Number
Shiau, Jim and Al-Asadi, Fadhil. 2021. "Revisiting Circular Tunnel Stability Using Broms and Bennermarks’ Original Stability Number." International Journal of Geomechanics. 21 (5), pp. 1-9. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001996Stability of active trapdoors in axisymmetry
Keawsawasvong, Suraparb and Shiau, Jim. 2022. "Stability of active trapdoors in axisymmetry." Underground Space. 7 (1), pp. 50-57. https://doi.org/10.1016/j.undsp.2021.05.001Stability chart for unsupported square tunnels in homogeneous undrained clay
Shiau, Jim, Mirza Hassan, Mohammad and Hossain, Zakaria. 2018. "Stability chart for unsupported square tunnels in homogeneous undrained clay." International Journal of GEOMATE. 15 (48), pp. 195-201. https://doi.org/10.21660/2018.48.74149Pipeline burst-related ground stability in blowout condition
Shiau, Jim, Chudal, Bishal, Mahalingasivam, Kiritharan and Keawsawasvong, Suraparb. 2021. "Pipeline burst-related ground stability in blowout condition." Transportation Geotechnics. 29. https://doi.org/10.1016/j.trgeo.2021.100587Three-Dimensional Circular Trapdoor Stability
Shiau, Jim, Keawsawasvong, Suraparb, Lee, Ji-Sung and Mirza Hassan, Mohammad. 2022. "Three-Dimensional Circular Trapdoor Stability." Transportation Infrastructure Geotechnology. 9 (2), pp. 173-184. https://doi.org/10.1007/s40515-021-00166-7Numerical modelling of three-dimensional sinkhole stability using finite different method
Shiau, Jim and Mirza Hassan, Mohammad. 2021. "Numerical modelling of three-dimensional sinkhole stability using finite different method." Innovative Infrastructure Solutions. 6 (4). https://doi.org/10.1007/s41062-021-00559-0Numerical Investigation of Undrained Trapdoors in Three Dimensions
Shiau, Jim and Mirza Hassan, Mohammad. 2021. "Numerical Investigation of Undrained Trapdoors in Three Dimensions." International Journal of Geosynthetics and Ground Engineering. 7 (2), pp. 1-12. https://doi.org/10.1007/s40891-021-00283-wThree-dimensional stability analysis of active and passive trapdoors
Shiau, Jim, Lee, Ji-Sung and Al-Asadi, Fadhil. 2021. "Three-dimensional stability analysis of active and passive trapdoors." Tunnelling and Underground Space Technology. 107, pp. 1-10. https://doi.org/10.1016/j.tust.2020.103635Stability analysis of twin circular tunnels using shear strength reduction method
Shiau, J. and Al-Asadi, F.. 2020. "Stability analysis of twin circular tunnels using shear strength reduction method." Geotechnique Letters. 10 (2), pp. 1-9. https://doi.org/10.1680/jgele.19.00003Shear strength of soil by using clam shell waste as recycle aggregate
Rachmawati, Siti Hanggita, Hossain, Zakaria and Shiau, Jim. 2020. "Shear strength of soil by using clam shell waste as recycle aggregate." Journal of Agricultural Engineering . 51 (3), pp. 155-160. https://doi.org/10.4081/jae.2020.1043Twin Tunnels Stability Factors Fc, Fs and Fγ
Shiau, Jim and Al-Asadi, Fadhil. 2021. "Twin Tunnels Stability Factors Fc, Fs and Fγ." Geotechnical and Geological Engineering: an international journal. 39 (1), pp. 1-11. https://doi.org/10.1007/s10706-020-01495-zThree-dimensional analysis of circular tunnel headings using Broms and Bennermarks’ original stability number
Shiau, Jim and Al-Asadi, Fadhil. 2020. "Three-dimensional analysis of circular tunnel headings using Broms and Bennermarks’ original stability number." International Journal of Geomechanics. 20 (7). https://doi.org/10.1061/(ASCE)GM.1943-5622.0001734Two-dimensional tunnel heading stability factors Fc, Fs and Fγ
Shiau, Jim and Al-Asadi, Fadhil. 2020. "Two-dimensional tunnel heading stability factors Fc, Fs and Fγ." Tunnelling and Underground Space Technology. 97. https://doi.org/10.1016/j.tust.2020.103293Three-dimensional heading stability of twin circular tunnels
Shiau, Jim and Al-Asadi, Fadhil. 2020. "Three-dimensional heading stability of twin circular tunnels." Geotechnical and Geological Engineering: an international journal. 38 (3), pp. 2973-2988. https://doi.org/10.1007/s10706-020-01201-zDetermination of critical tunnel heading pressures using stability factors
Shiau, Jim and Al-Asadi, Fadhil. 2020. "Determination of critical tunnel heading pressures using stability factors." Computers and Geotechnics. 119, pp. 1-11. https://doi.org/10.1016/j.compgeo.2019.103345Undrained stability of active and passive trapdoors
Shiau, Jim and Mirza Hassan, Mohammad. 2020. "Undrained stability of active and passive trapdoors." Geotechnical Research. 7 (1), pp. 40-48. https://doi.org/10.1680/jgere.19.00033Pull-out resistance of single piles and parametric study using the Finite Difference Method (FDM)
Owino, Alex Otieno, Hossain, Zakaria and Shiau, Jim. 2018. "Pull-out resistance of single piles and parametric study using the Finite Difference Method (FDM)." American Journal of Civil Engineering and Architecture. 6 (5), pp. 193-198. https://doi.org/10.12691/ajcea-6-5-4Ground improvement using waste shell for farm roads and embankments
Rachmawati, Siti Hanggita, Hossain, Zakaria and Shiau, Jim. 2018. "Ground improvement using waste shell for farm roads and embankments." Journal of Agricultural Engineering . 49 (1), pp. 29-33. https://doi.org/10.4081/jae.2018.731Agriculture land development using shell husk as recycle aggregate
Rachmawati, Siti Hanggita, Hossain, Zakaria and Shiau, Jim. 2018. "Agriculture land development using shell husk as recycle aggregate." Agricultural Engineering International: Cigr Journal. 20 (3), pp. 45-51.Parametric study on the response of composite single piles to lateral load by numerical simulation (FDM)
Owino, Alex Otieno, Hossain, Zakaria and Shiau, Jim. 2018. "Parametric study on the response of composite single piles to lateral load by numerical simulation (FDM)." European Journal of Engineering Research and Science. 3 (10), pp. 16-20. https://doi.org/10.24018/ejers.2018.3.10.899Streamlining information transfer between construction and structural engineering
Shiau, Jim. 2018. "Streamlining information transfer between construction and structural engineering." Shiau, Jim, Vimonsatit, Vanissorn, Yazdani, Siamak and Singh, Amarjit (ed.) 4th Australasia and South-East Asia Structural Engineering and Construction Conference. Brisbane, Australia 03 - 05 Dec 2018 United States.Revisiting Broms and Bennermarks’ original stability number for tunnel headings
Shiau, Jim and Al-Asadi, Fadhil. 2018. "Revisiting Broms and Bennermarks’ original stability number for tunnel headings." Geotechnique Letters. 8 (4), pp. 310-315. https://doi.org/10.1680/jgele.18.00145Relating volume loss and greenfield settlement
Shiau, Jim and Sams, Mathew. 2019. "Relating volume loss and greenfield settlement." Tunnelling and Underground Space Technology. 83, pp. 145-152. https://doi.org/10.1016/j.tust.2018.09.041A revisit to Nicoll Highway excavation in Singapore
Hama Salih, Samal, Mirza Hassan, Mohammad, Shiau, Jim and Hossain, Zakaria. 2018. "A revisit to Nicoll Highway excavation in Singapore." International Journal of GEOMATE. 14 (42), pp. 90-96. https://doi.org/10.21660/2018.42.81117Numerical simulation of staged braced excavation in sand ~ O6 MRT station
Hama Salih, Samal, Mirza Hassan, Mohammad, Shiau, Jim and Hossain, Zakaria. 2018. "Numerical simulation of staged braced excavation in sand ~ O6 MRT station." International Journal of GEOMATE. 14 (43), pp. 104-111. https://doi.org/10.21660/2018.43.291117Stability charts for unsupported plane strain tunnel headings in homogeneous undrained clay
Shiau, Jim, Sams, Mathew, Al-Asadi, Fadhil and Mirza Hassan, Mohammad. 2018. "Stability charts for unsupported plane strain tunnel headings in homogeneous undrained clay." International Journal of GEOMATE. 14 (41), pp. 19-26. https://doi.org/10.21660/2018.41.29138Estimation of tunneling induced ground settlement using pressure relaxation method
Shiau, Jim and Sams, Mathew. 2017. "Estimation of tunneling induced ground settlement using pressure relaxation method." International Journal of GEOMATE. 13 (39), pp. 132-139. https://doi.org/10.21660/2017.39.85076Stability charts for unsupported circular tunnels in cohesive soils
Shiau, Jim, Lamb, Brian, Sams, Mathew and Lobwein, Jay. 2017. "Stability charts for unsupported circular tunnels in cohesive soils." International Journal of GEOMATE. 13 (39), pp. 95-102. https://doi.org/10.21660/2017.39.47674Oil contaminated sand: an emerging and sustainable construction material
Abousnina, Rajab M., Manalo, Allan, Lokuge, Weena and Shiau, Jim. 2015. "Oil contaminated sand: an emerging and sustainable construction material." 2015 International Conference on Sustainable Design, Engineering and Construction. Chicago, United States 10 - 13 May 2015 Netherlands. Elsevier. https://doi.org/10.1016/j.proeng.2015.08.453Stability design charts for unsupported wide rectangular tunnels
Shiau, Jim, Sams, Mathew and Chen, Jing. 2016. "Stability design charts for unsupported wide rectangular tunnels." Electronic Journal of Geotechnical Engineering. 21 (01), pp. 139-150.Developing a project based learning assignment for geotechnical engineering
Shiau, Jim, Buttling, Stephen and Sams, Mathew. 2015. "Developing a project based learning assignment for geotechnical engineering." Electronic Journal of Geotechnical Engineering. 20 (18), pp. 10113-10121.Stability charts for a tall tunnel in undrained clay
Shiau, Jim, Sams, Mathew and Chen, Jing. 2016. "Stability charts for a tall tunnel in undrained clay." International Journal of GEOMATE. 10 (20), pp. 1764-1769.The use of sinkhole models in advanced geotechnical engineering teaching
Shiau, Jim, Lamb, Brian and Sams, Mathew. 2016. "The use of sinkhole models in advanced geotechnical engineering teaching." International Journal of GEOMATE. 10 (20), pp. 1718-1724.Introducing advanced topics in geotechnical engineering teaching - tunnel modelling
Shiau, Jim, Sams, Mathew and Lamb, Brian. 2016. "Introducing advanced topics in geotechnical engineering teaching - tunnel modelling." International Journal of GEOMATE. 10 (19), pp. 1698-1705.Physical modelling and PIV analyses of an underground tunnel heading
Shiau, J. S., Sams, M. S. and Kemp, R. J.. 2014. "Physical modelling and PIV analyses of an underground tunnel heading." Yoo, Chungsik, Park, Seong-Wan, Kim, Bumjoo and Ban, Hoki (ed.) 8th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (TC204 ISSMGE IS-SEOUL 2014). Seoul, Korea 25 - 27 Aug 2014 Netherlands. https://doi.org/10.1201/b17240-12Settlement analyses of underground circular tunneling in soft clay
Shiau, J. S., Sams, M. S., Zhang, J. and Kemp, R. J.. 2014. "Settlement analyses of underground circular tunneling in soft clay." Yoo, Chungsik, Park, Seong-Wan, Kim, Bumjoo and Ban, Hoki (ed.) 8th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (TC204 ISSMGE IS-SEOUL 2014). Seoul, Korea 25 - 27 Aug 2014 Netherlands. https://doi.org/10.1201/b17240-63Contaminated soil/groundwater remediation using Permeable Reactive Barrier (PRB) techniques
Craig, Ian, Shiau, Jim and Erdei, Laszlo. 2012. "Contaminated soil/groundwater remediation using Permeable Reactive Barrier (PRB) techniques." 2012 Southern Regional Engineering Conference (SREC 2012). Toowoomba, Australia 01 Sep 2012 Canberra, Australia.An overview on oil contaminated sand and its engineering applications
Abousnina, Rajab M., Manalo, Allan, Shiau, Jim and Lokuge, Weena. 2016. "An overview on oil contaminated sand and its engineering applications." International Journal of GEOMATE. 10 (19), pp. 1615-1622.Effect of light hydrocarbons contamination on shear strength of fine sand
Abousnina, Rajab M., Shiau, Jim, Manalo, Allan and Lokuge, Weena. 2014. "Effect of light hydrocarbons contamination on shear strength of fine sand." Hossain, Zakaria and Shiau, Jim (ed.) 4th International Conference on Geotechnique, Construction Materials and Environment (GEOMATE 2014). Brisbane, Australia 19 - 21 Nov 2014 Mie, Japan.Effects of light crude oil contamination on the physical and mechanical properties of fine sand
Abousnina, Rajab M., Manalo, Allan, Shiau, Jim and Lokuge, Weena. 2015. "Effects of light crude oil contamination on the physical and mechanical properties of fine sand." Soil and Sediment Contamination: an international journal. 24 (8), pp. 833-845. https://doi.org/10.1080/15320383.2015.1058338Effect of surface traction on the shakedown limits under moving surface loads
Shiau, Jim. 2007. "Effect of surface traction on the shakedown limits under moving surface loads." Choi, Chang-Koon (ed.) Computational Methods in Engineering & Science: Proceedings of Enhancement and Promotion of Computational Methods in Engineering and Science X, Aug. 21–23, 2006, Sanya, China. Springer. pp. 192-201Shakedown analysis of layered continuum
Shiau, Jim. 2013. "Shakedown analysis of layered continuum." Vimonsatit, Vanissorn, Singh, Amarjit and Yazdani, Siamak (ed.) 1st Australasia and South East Asia Conference in Structural Engineering and Construction (ASEA-SEC-1). Perth, Australia 28 Nov - 02 Dec 2012 Singapore. https://doi.org/10.3850/978-981-08-7920-4_St-100-0307Developing numerical models for the design of cantilever sheet pile wall
Shiau, Jim and Smith, Catherine. 2013. "Developing numerical models for the design of cantilever sheet pile wall." Vimonsatit, Vanissorn, Singh, Amarjit and Yazdani, Siamak (ed.) 1st Australasia and South East Asia Conference in Structural Engineering and Construction (ASEA-SEC-1). Perth, Australia 28 Nov - 02 Dec 2012 Singapore.A shakedown limit under Hertz contact pressure
Shiau, Jim S.. 2011. "A shakedown limit under Hertz contact pressure." Advanced Materials Research. 291-294, pp. 1506-1510. https://doi.org/10.4028/www.scientific.net/AMR.291-294.1506Undrained stability of footings on slopes
Shiau, J. S., Merifield, R. S., Lyamin, A. V. and Sloan, S. W.. 2011. "Undrained stability of footings on slopes." International Journal of Geomechanics. 11 (5), pp. 381-390. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000092Teaching earth pressure theory using physical models: an example in civil engineering
Shiau, Jim S. and Hobson, Michael A.. 2011. "Teaching earth pressure theory using physical models: an example in civil engineering." Patil, Arun and Sid Nair, Chenicheri (ed.) 1st International Engineering and Technology Education Conference (IETEC 2011): Enhancing 21st Century Skills for Global Engineers and Technology Professionals. Kuala Lumpur, Malaysia 16 - 19 Jan 2011 Kuala Lumpur, Malaysia.A study on the failure mechanisms of horizontal plate anchors in clay
Shiau, Jim and Al Abri, Mohammed. 2011. "A study on the failure mechanisms of horizontal plate anchors in clay." Shahin, M. and Nikraz, H. (ed.) ICAGE 2011: International Conference on Advances in Geotechnical Engineering. Perth, Australia 07 - 09 Nov 2011 Perth, Australia.Modeling uplift of plate anchor
Shiau, J. S. and Hobson, M. A.. 2011. "Modeling uplift of plate anchor." Sainsbury, David, Hart, Roger, Detournay, Christine and Nelson, Michele (ed.) Continuum and Distinct Element Numerical Modeling in Geomechanics (2011). Melbourne, Australia 14 - 16 Feb 2011 Minneapolis, MN. USA.Calculation of lateral earth pressures with layered backfill
Shiau, J. S. and Smith, C. A.. 2011. "Calculation of lateral earth pressures with layered backfill." Sainsbury, David, Hart, Roger, Detournay, Christine and Nelson, Michele (ed.) Continuum and Distinct Element Numerical Modeling in Geomechanics (2011). Melbourne, Australia 14 - 16 Feb 2011 Minneapolis, MN, USA.Finite element limit analysis of passive earth resistance in cohesionless soils
Shiau, Jim S., Augarde, Charles E., Lyamin, Andrei V. and Sloan, Scott W.. 2008. "Finite element limit analysis of passive earth resistance in cohesionless soils." Soils and Foundations. 48 (6), pp. 843-850.3D bearing capacity of shallow foundations located near deep excavation sites
Shiau, J. S. and Watson, J. F.. 2008. "3D bearing capacity of shallow foundations located near deep excavation sites." Ng, Kee Nam (ed.) 2008 International Conference on Deep Excavation: Challenges Risk Management of Underground Construction (ICDE 2008). Singapore 10 - 12 Nov 2008 Singapore.Foundation located near slope: a FLAC study
Shiau, Jim S., Watson, Joshua F. and Smith, C. A.. 2008. "Foundation located near slope: a FLAC study." Detournay, Christine and Hart, Roger (ed.) 1st International FLAC/DEM Symposium on Numerical Modeling. Minneapolis, United States of America 25 - 27 Aug 2008 Minneapolis, USA.A FLAC model for classical earth pressure problems
Shiau, Jim S., Thomas, Caroline J. and Smith, Catherine A.. 2008. "A FLAC model for classical earth pressure problems." Detournay, Christine, Hart, Roger and Cundall, Peter (ed.) 1st International FLAC/DEM Symposium on Numerical Modeling. Minneapolis, United States of America 25 - 27 Aug 2008 Minneapolis. USA..Numerical study of a shallow foundation located near 45 degree slopes
Shiau, Jim S., Watson, Joshua Francis and Arnold, Matthew David. 2008. "Numerical study of a shallow foundation located near 45 degree slopes." Choi, Chang-Koon (ed.) ASEM 2008: 4th International Conference on Advances in Structural Engineering and Mechanics. Jeju, Korea 26 - 28 May 2008 Jeju, Korea.Modelling the arching effect in active earth pressure problems
Thomas, Caroline and Shiau, Jim S.. 2007. "Modelling the arching effect in active earth pressure problems." Ameratunga, Jay, Taylor, Brett C. and Patten, Matthew (ed.) 10th Australia New Zealand Conference on Geomechanics. Brisbane, Australia 21 - 24 Oct 2007 Brisbane, Australia.Bearing capacity of footings near slopes
Smith, Catherine and Shiau, Jim S.. 2007. "Bearing capacity of footings near slopes." Ameratunga, Jay, Taylor, Brett C. and Patten, Matthew (ed.) 10th Australia New Zealand Conference on Geomechanics. Brisbane, Australia 21 - 24 Oct 2007 Brisbane, Australia.Numerical investigation of shakedown residual stresses under moving surface loads
Shiau, Jim S.. 2006. "Numerical investigation of shakedown residual stresses under moving surface loads." Soares, Carlos Mota (ed.) 3rd European Conference on Computational Mechanics (ECCM 2006). Lisbon, Portugal 05 - 08 Jun 2006 Netherlands.Application of pseudo-static limit analysis in geotechnical earthquake design
Shiau, Jim S., Lyamin, Andrei V. and Sloan, Scott W.. 2006. "Application of pseudo-static limit analysis in geotechnical earthquake design." Schweiger, Helmut F. (ed.) 6th European Conference on Numerical Methods in Geotechnical Engineering. Graz, Austria 06 - 08 Sep 2006 London, United Kingdom.Numerical analysis of passive earth pressures with interfaces
Shiau, Jim and Smith, Catherine. 2006. "Numerical analysis of passive earth pressures with interfaces." Soares, Carlos Mota (ed.) 3rd European Conference on Computational Mechanics (ECCM 2006). Lisbon, Portugal 05 - 08 Jun 2006 Netherlands.Developing a track model for testing the road pavement under repeated moving surface loads
Shiau, Jim S., Perumal, Tagarajan, Benjamin, Michael, Pather, Selvan and Ayers, Ron. 2006. "Developing a track model for testing the road pavement under repeated moving surface loads." 22nd ARRB Conference: Research Into Practice. Canberra, Australia 29 Oct - 02 Nov 2006 Canberra, Australia.Developing physical models for geotechnical teaching and research
Shiau, Jim S., Pather, Selvan and Ayers, Ron. 2006. "Developing physical models for geotechnical teaching and research." Ng, C. W. W., Zhang, L. M. and Wang, Y. H. (ed.) 6th International Conference on Physical Modelling in Geotechnics. Hong Kong, China 04 - 06 Aug 2006 Hong Kong.Bearing capacity of a sand layer on clay by finite element limit analysis
Shiau, J. S., Lyamin, A. V. and Sloan, S. W.. 2003. "Bearing capacity of a sand layer on clay by finite element limit analysis." Canadian Geotechnical Journal. 40 (5), pp. 900-915. https://doi.org/10.1139/t03-042This item comprises data from the following sources: Scopus