| # | Document title | Authors | Year | Source | Cited by |
| 1 | Current practice on foundation design of high-rise buildings in bangkok, Thailand | Amornfa K., Phienwej N., Kitpayuck P. | 2012 | Lowland Technology International,
14(2), pp. 70-83 | 14 |
| 2 | 3D numerical analysis of piled raft foundation for Ho Chi Minh City subsoil conditions | Amornfa K., Quang H.T., Tuan T.V. | 2022 | Geomechanics and Engineering,
29(2), pp. 183-192 | 9 |
| 3 | Effect of groundwater level change on piled raft foundation in Ho Chi Minh City, Viet Nam using 3D FEM | Amornfa K., Quang H.T., Tuan T.V. | 2023 | Geomechanics and Engineering,
32(4), pp. 387-396 | 5 |
| 4 | PILED RAFT - AN EFFECTIVE FOUNDATION DESIGN METHOD FOR HIGH-RISE BUILDINGS IN HO CHI MINH CITY, VIET NAM | Quang H.T., Amornfa K., Van Tuan T. | 2021 | International Journal of GEOMATE,
21(87), pp. 102-109 | 4 |
| 5 | INVESTIGATION OF DIFFERENTIAL SETTLEMENT OF PAGODA FOUNDATION USING 3D FINITE ELEMENT METHOD | Pratama G.A.P., Amornfa K., Mairaing W., Soralump S. | 2024 | International Journal of GEOMATE,
26(113), pp. 10-18 | 3 |
| 6 | LOAD-DISPLACEMENT BEHAVIOR OF SINGLE PILE IN SAND USING PHYSICAL MODEL TEST AND FINITE ELEMENT METHOD | Amornfa K., Sa-nguanduan N. | 2023 | International Journal of GEOMATE,
24(103), pp. 68-75 | 2 |
| 7 | ANALYSIS OF COMPLEX FOUNDATION ON HISTORICAL PAGODA IN THAILAND USING 3D FINITE ELEMENT METHOD | Pratama G.A.P., Amornfa K., Mairaing W., Soralump S. | 2022 | International Journal of GEOMATE,
23(98), pp. 125-135 | 2 |