| Consolidation characteristics of soft Muar clay with effects of vertical sand drain by Jamaludin, Azmi Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Consolidation properties of soft and stiff Bangkok subsoils related to land subsidence by Vichit Rujivipat Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Consolidation settlement of embankments on Bangkok clay by finite elements by Ameratunga, Joachim Jayantha Perera Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Constitutive modeling of cyclic behavior of clays by Tanaka, Naoki Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Construction of a high pressure consolidometer apparatus for the Bangkok subsidence study by Suchart Leerakomsan Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Coordination of horizontal and vertical alignment of a two-lane highway by computer graphics by Esguerra, George D. Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Correlation between drained and undrained triaxial tests for rockfill material by Khoon, Liew Sin Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Correlation of pressuremeter test, Dutch cone test, and standard penetration test in first stiff clay and first sand layers in Rangsit clay by Ruj Neeyapan Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Correlation of pressuremeter, Vane and Dutch cone tests of Ransit Clay, Bangkok by Abdul, Khaleque Md. Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Correlation of soil parameters from field and laboratory tests in soft Hanoi clay in Vietnam by Nguyen Cao Son Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Correlation of soil parameters from pressuremeter test with index properties and compressibility characteristics of Rangsit clay by Chang, Chih Chieh Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Correlation of strength from model and laboratory tests of locally available silty sand and its applicability as sand compaction pile material by Cahulogan, Roberto H. Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Correlations between undisturbed strength deformation characteristics and those developed from SPT by Chairat Thanudklueng Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Criteria for no-passing striping at bridges on a two-lane highway by Chaudry, Mazhar Hameed Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Criteria for provision of bus lanes in Bangkok by Narong Pomluktong Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Cubical triaxial tests on Bangkok clay by Bhattarai, Binaya Nath Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Cubical triaxial tests on rockfill materials by Vasantharajah, Namasivayam Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Current state of soft ground tunneling technology by Wang, Chienkuo Michael Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Cyclic behavior of soft Bangkok clay for offshore type loading by Fazal, Farooq Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Cyclic behaviour of clays for offshore type of loading by Handali, Samuel Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |