葛宇甯 (Louis Ge)
Geotechnical Engineering
National Taiwan University
 
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Publications
  1. Wang, S., Hu, Q., Wang, H. Thewes, M., Ge, L., Yang, J. and Liu, P. (2021) Permeability Characteristics of Sand-Foam Mixtures in Different Conditioning States, Journal of Testing and Evaluation, 49 (Published ahead of print, 25 March 2020 https://doi.org/10.1520/JTE20190539)
  2. Wang, C., Deng, A., Taheri, A., and Ge, L. (2020) A mesh-free approach for multiscale modeling in continuum-granular systems, International Journal of Computational Methods. 17(10), 2050006.
  3. Jhuo, Y.S., Yeh, Y.H., and Ge*, L. (2020) Shear strength and volume change behavior of binary granular mixtures, Journal of GeoEngineering, 15(2), 103-108.
  4. Ng, T.T. and Ge, L. (2020) Packing void ratios of very dense ternary mixtures of similar ellipsoids, Granular Matter (22), 1-13.
  5. Yeh, F.-H., Chuang, T.-S., Tsai, F.-J., and Ge*, L. (2020) Calibration of advanced constitutive model using optimization methods, Journal of Testing and Evaluation, 48(3), 2196-2212.
  6. Hung, W.Y., Tran, M.C., Yeh, F.H., Lu, C.W., and Ge, L. (2020) Centrifuge modeling of failure behavior of sandy slope caused by gravity, rainfall, and base shaking, Engineering Geology., 271(20), 105609.
  7. Lu, C.W., Chu, M.C., Ge, L., and Peng, K.S. (2020) Settlement estimation of structures on shallow foundation due to soil liquefaction, Soil Dynamics and Earthquake Engineering., 129, 105916.
  8. Hsieh, H.S., Wang, Z.Y., Lin, T.M., and Ge, L. (2019) The system stiffness and wall displacement of a deep excavation strengthened with cross walls in soft clay, Journal of GeoEngineering, 14(4), 203-217.
  9. Kang, X, Xia, Z., Chen, R., Ge, L., and Liu, X. (2019) The critical state and steady state of sands: a literature review, Marine Georesources & Geotechnology, 37(9), 1105-1118.
  10. Jhuo, Y.-S., Guan Y., Ge*, L., Xia, Z. and Kang, X. (2019) Assessment of direct tension tests on compacted sand-clay mixtures, Journal of Materials in Civil Engineering, 31(10): 04019236.
  11. Hwang, Y.W., Chiou, J.S., and Ge, L. (2019) Application of system identification for dynamic properties of rocking foundations, Journal of GeoEngineering, 14(3), 167-178.
  12. Weidinger, D.M., Zhao, H., Kwok, A.O.L., Kang, X., and Ge, L. (2019) Small strain moduli of compacted silt by ultrasonic pulse velocity measurements, Marine Georesources & Geotechnology, DOI: 10.1080/1064119X.2019.1657209
  13. Ge, L., Hwang, Y.W., Sun, H., He, G.D., Chen, R., and Kang, X. (2019) Effective tensile strength of lightly cemented sand, Journal of Materials in Civil Engineering, 31(1): 04018350.
  14. Ge, L., Wang, C.C, Hung, C.W., Liao, W.C., and Zhao, H. (2018) Assessment of strength development of slag cement stabilized kaolinite, Construction and Building Materials, 184, 492-501.
  15. Lu, C.W., Ge*, L., Chu, M.C., and Chin, C.T. (2018) Liquefaction-induced settlement of structures on shallow foundation, Geotechnical Engineering Journal of the SEAGS & AGSSEA, 49(2), 138-141.
  16. Liu, P., Wang, S., Ge, L., Thewes, M., Yang, J. and Xia, Y. (2018) Changes of Atterberg limits and electrochemical behaviors of clays with dispersants as conditioning agents for EPB shield tunnelling, Tunnelling and Underground Space Technology, 73, 244-251.
  17. Hsiung B.C.B., Yang, K.H., Aila, W., and Ge, L. (2018) Three-dimensional effects of a deep excavation on wall deflections in central Jakarta, Tunnelling and Underground Space Technology, 72, 84-96.
  18. Ueng, T.S., Wang, Z.F., Chu, M.C., and Ge, L. (2017) Laboratory tests for permeability of sand during liquefaction, Soil Dynamics and Earthquake Engineering, 100, 249-256.
  19. Hsieh, H.-S., Huang, Y.-H., Hsu, W.-T., and Ge, L. (2017). On the system stiffness of deep excavation in soft clay, Journal of GeoEngineering, 12(1), 21-34.
  20. Onyejekwe, S., Kang, X., and Ge*, L. (2016). Evaluation of the scale of fluctuation of geotechnical parameters by autocorrelation function and semivariogram function, Engineering Geology, 214, 43-49.
  21. Chang, C.S., Wang, J.-Y., and Ge, L. (2016). Maximum and minimum void ratios for sand-silt mixtures, Engineering Geology, 211(23), 7-18.
  22. Kang, X., Ge*, L., and Liao, W.-C. (2016). Cement hydration based micromechanics modeling of the time-dependent small-strain stiffness of fly ash stabilized soils, International Journal of Geomechanics, 16(3), 04015071.
  23. Kang, X., Ge*, L., Chang, K.-T., and Kwok, A.O.L. (2016). Strain-controlled cyclic simple shear tests on sand with radial strain measurements, Journal of Materials in Civil Engineering, 28(4), 04015169.
  24. Ni, J.C., Cheng, W.-C., and Ge, L. (2016). Assessment of concrete maturity and overturning mechanism of primary diaphragm walls in very soft clay during cold winter, KSCE Journal of Civil Engineering, 20(4), 1314-1322.
  25. Kang, X., Ge*, L., Kang, Gi-Chun, and Mathews, C. (2015). Laboratory investigation on the strength, stiffness, and thermal conductivity of fly ash and lime kiln dust stabilized clay subgrade materials, Road Materials and Pavement Design, 16(4), 928-945.
  26. Kang, X., Cheng, Y., and Ge, L. (2015). Radial strain behaviors in direct simple shear and its stress state interpretation, Journal of Testing and Evaluation, 43(6), 1594-1601, doi:10.1520/JTE20140202.
  27. Chang, K.-T., Kang, Y.-M., Ge, L., and Cheng, M.-C. (2015). Mechanical properties of gravel deposits evaluated by non-conventional methods, Journal of Materials in Civil Engineering, 27(11), 040150321–04015032-11.
  28. Kang, X. and Ge*, L. (2015). Enhanced series-parallel model for estimating the time-dependent thermal conductivity of fly ash soil mixtures, Granular Matter, 17(5), 579-592.
  29. Chang, C.S., Wang, J.-Y., and Ge*, L. (2015). Modeling of minimum void ratio for sand-silt mixtures, Engineering Geology, 196, 293-304.
  30. Onyejekwe, S., Kang, X., and Ge*, L. (2015). Assessment of empirical equations for compression index of fine-grained soils in Missouri, Bulletin of Engineering Geology and the Environment, 74(3), 705-716.
  31. Kang, X., Kang, G.-C., Chang, K.-T., and Ge*, L. (2015). Chemically Stabilized Soft Clays for Road Base Construction, Journal of Materials in Civil Engineering, 27(7), 04014199-1–04014199-9.
  32. Chang, K.-T., Ge, L., and Lin, H.-H. (2015). Slope creep behavior: observations and simulations, Environmental Earth Sciences, 73(1), 275-287.
  33. Zhao, H., and Ge*, L. (2014). Investigation on the shear moduli and damping ratios of silica gel, Granular Matter, 16(4), 449-456.
  34. Zhao, H., Ge*, L., Petry, T.M., and Sun, Y.-Z. (2014). Investigation of the effects of chemical stabilizers on an expansive clay, KSCE Journal of Civil Engineering, 18(4), 1009-1017.
  35. Ni, J.C., Cheng, W.-C., and Ge, L. (2013). A simple data reduction method for pumping tests with tidal, partial penetration, and storage effects. Soils and Foundations, 53(6), 894-902.
  36. Kang, G.-C., Tobita, T., Iai, S., and Ge, L. (2013). Centrifuge modeling and mitigation of manhole uplift due to liquefaction, Journal of Geotechnical and Geoenvironmental Engineering, 139(3), 458-469.
  37. Kang, X., Kang, G.-C. and Ge*, L. (2013). Modified time of setting test for fly ash paste and fly ash-soil mixtures, Journal of Materials in Civil Engineering, 25(2), 296-301.
  38. Sevi, A. and Ge*, L. (2012). Cyclic behaviors of railroad ballast within the parallel gradation scaling framework, Journal of Materials in Civil Engineering, 24(7), 797-804.
  39. Kim, T.-H., Kim, T.-H, Kang, G.-C., and Ge, L. (2012). Factors influencing crack-induced tensile strength of compacted soil, Journal of Materials in Civil Engineering, 24(3), 315-320.
  40. Kang, X., Cambio, D., and Ge, L. (2012). Effect of parallel gradations on crushed rock-concrete interface behaviors, Journal of Testing and Evaluation, 40(1), 119-126.
  41. Ni, J.C., Cheng, W.-C., and Ge, L. (2011). A case history of field pumping tests in a deep gravel formation of Taipei basin, Taiwan, Engineering Geology, 117(1-2), 17-28.
  42. Ge*, L., Bao, Y., Ni, C.-K., and Ko, H.-Y. (2010). Seismic centrifuge modeling of earth dams, Geomechanics and Geoengineering: An International Journal, 5(4), 247-257.
  43. Zhao, H., Ge*, L., and Luna, R. (2010). Low viscosity pore fluid to manufacture transparent soil, Geotechnical Testing Journal, 33(6), 463-468.
  44. Chen, C., Ge*, L., and Zhang, J. (2010). Modeling permanent deformation and resilient modulus of unbound granular materials under repeated loading, International Journal of Geomechanics, 10(6), 236-241.
  45. Chang, K.-T., Ge*, L., and Sture, S. (2010). Evaluation of the stiffness and volumetric behaviors of medium dense sand under principal stress rotations, Journal of Testing and Evaluation, 38(3), 319-323.
  46. Hotz, R.D., and Ge*, L. (2010). Investigation of the thermal conductivity of compacted silts and its correlation to the elastic modulus, Journal of Materials in Civil Engineering, 22(4), 408-412.
  47. Luna, R., Hall, R., Hilgers, M., and Ge, L. (2010). GIS learning tool for civil engineers, International Journal of Engineering Education, 26(1), 52-58.
  48. Weidinger, D.M., and Ge*, L. (2009). Laboratory evaluation of the Briaud Compaction Device, Journal of Geotechnical and Geoenvironmental Engineering, 135(10), 1543-1546.
  49. Sevi, A.F., Ge, L., and Take, A. (2009). A large-scale triaxial apparatus for prototype railroad ballast testing, Geotechnical Testing Journal, 32(4), 297-304.
  50. Kim, T.-H., Nam, J.-M., Ge, L., and Lee, K.-I. (2008). Settlement characteristics of beach sand and its evaluation, Marine Georesources & Geotechnology, 26(2), 67-85.
  51. Zhao, H., and Ge*, L. (2008). Camera calibration using neural network for image-based deformation measurement systems, Geotechnical Testing Journal, 31(2), 192-197.


* denotes corresponding author

 
Copyright 2020 Louis Ge. All rights reserved.