# | 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 | 13 |
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 | 7 |
3 | 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 |
4 | 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 | 4 |
5 | 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 |
6 | 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 | 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 |