| # | 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 | 12 |
| 2 | 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 |
| 3 | 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 | 3 |
| 4 | 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 | 0 |
| 5 | 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 | 0 |
| 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 | 0 |