| # | Document title | Authors | Year | Source | Cited by |
| 1 | Effect of past history on liquefaction resistance of level ground in shaking table test | Teparaksa J., Koseki J. | 2018 | Geotechnique Letters
8(4),pp. 256-261 | 31 |
| 2 | Comparison of diaphragm wall movement prediction and field performance for different construction techniques | Teparaksa W., Teparaksa J. | 2019 | Underground Space (China)
4(3),pp. 225-234 | 8 |
| 3 | Multiple-liquefaction behavior of sands in shaking table tests and cyclic stacked-ring shear tests | Wahyudi S., Teparaksa J., Iqbal M.S., Koseki J., Aoyagi Y., Morimoto T. | 2019 | Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019
,pp. 87-104 | 3 |
| 4 | Displacement of diaphragm wall for very deep basement excavation in soft Bangkok clay | Teparaksa W., Teparaksa J. | 2018 | International Journal of GEOMATE
14(46),pp. 57-62 | 3 |
| 5 | Silica sand behavior under repeated liquefaction in cyclic triaxial test | Teparaksa J., Teparaksa J., Koseki J. | 2017 | ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering
2017-September,pp. 1593-1596 | 3 |
| 6 | Analysis of repeated liquefaction behavior in shaking table test and triaxial test using energy approach | Teparaksa J., Teparaksa J., Koseki J. | 2020 | 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019
| 1 |
| 7 | Uplift of very sensitive soft clay due to pile driving | Teparaksa W., Teparaksa J. | 2018 | Lowland Technology International
20(2),pp. 237-244 | 0 |
| 8 | Vertical capacity of large and deep barrette pile for Bangkok subsoils | Teparaksa W., Sinkinson M., Teparaksa J. | 2018 | Springer Series in Geomechanics and Geoengineering
,pp. 1027-1031 | 0 |