| Comparison of priorities for programming rural tertiary roads by Demafeliz, Sheila Jay D. Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Comparison of Recompression and SHANSEP strength-deformation properties of undisturbed Bangkok clay by Lai, Kun-chen Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Comparison of the performance of embankments on granular piles and vertical drains with probabilistic slope assessment by Boonkiat Panichayatum Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Compressibility and permeability characteristics of compacted clay by Liew, Yee-yow Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Compressibility of granular materials with variation of fine content under repeated wetting by Maung Tin Maung Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Compressibility of granular materials with variations of gradation and water content by Thet Aung Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Computer-controlled triaxial apparatus by Siam Yimsiri Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Consolidation behaviour of Bangkok clay using a constant rate of strain consolidometer by Hassan, Syed Irshad Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| Consolidation characteristics of soft and medium clays in Samut Prakarn area by Akbar, Aziz Academic Program/FoS: Geotechnical and Transportation Engineering (GT) |
| 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) |
| Constitutive modeling of cyclic behavior of clays by Tanaka, Naoki 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) |