| Assessment of direct cone penetration test methods for predicting the ultimate capacity of friction driven piles MY Abu-Farsakh, HH Titi Journal of Geotechnical and geoenvironmental Engineering 130 (9), 935-944, 2004 | 205 | 2004 |
| Evaluation of Bearing Capacity of Piles from Cone Penetration Test Data [1999] HH Titi, MY Abu-Farsakh Louisiana Transportation Research Center, 1999 | 87 | 1999 |
| Determination of typical resilient modulus values for selected soils in Wisconsin HH Titi, MB Elias, S Helwany | 65 | 2006 |
| Numerical procedure for predicting pile capacity—setup/freeze HH Titi, G Wije Wathugala Transportation research record 1663 (1), 25-32, 1999 | 64 | 1999 |
| Long-term performance of stone interlayer pavement H Titi, M Rasoulian, M Martinez, B Becnel, G Keel Journal of Transportation Engineering 129 (2), 118-126, 2003 | 51 | 2003 |
| Miniature cone penetration tests in soft and stiff clays HH Titi, LN Mohammad, MT Tumay Geotechnical Testing Journal 23 (4), 432-443, 2000 | 45 | 2000 |
| Field investigation and numerical analysis of an inverted pavement system in Tennessee, USA X Jiang, J Gabrielson, H Titi, B Huang, Y Bai, P Polaczyk, W Hu, M Zhang, ... Transportation Geotechnics 35, 100759, 2022 | 37 | 2022 |
| Probabilistic CPT method for estimating the ultimate capacity of friction piles MY Abu-Farsakh, HH Titi Geotechnical Testing Journal 30 (5), 387-398, 2007 | 32 | 2007 |
| Evaluation of resilient modulus of subgrade soil by cone penetration test LN Mohammad, HH Titi, A Herath Transportation research record 1652 (1), 236-245, 1999 | 32 | 1999 |
| Polymer geogrids: A review of material, design and structure relationships M Al-Barqawi, R Aqel, M Wayne, H Titi, R Elhajjar Materials 14 (16), 4745, 2021 | 29 | 2021 |
| Investigation of vertical members to resist surficial slope instabilities HH Titi, S Helwany Wisconsin. Dept. of Transportation. Bureau of Technical Services, 2007 | 28 | 2007 |
| Investigation of vertical members to resist surficial slope instabilities HH Titi, S Helwany Wisconsin. Dept. of Transportation. Bureau of Technical Services, 2007 | 28 | 2007 |
| Estimating resilient modulus of base aggregates for mechanistic-empirical pavement design and performance evaluation HH Titi, MG Matar Transportation Geotechnics 17, 141-153, 2018 | 27 | 2018 |
| Effect of moisture content and dry unit weight on the resilient modulus of subgrade soils predicted by cone penetration test. LN Mohammad, HH Titi, A Herath Louisiana Transportation Research Center, 2002 | 27 | 2002 |
| Evaluation of the long-term performance of flexible pavements with respect to production and construction quality control indicators A Hosseini, A Faheem, H Titi, S Schwandt Construction and Building Materials 230, 116998, 2020 | 22 | 2020 |
| Evaluation of pavement performance due to overload single-trip permit truck traffic in Wisconsin HH Titi, NJ Coley, V Latifi Advances in Civil Engineering 2018, 2018 | 22 | 2018 |
| Evaluation of resilient modulus model parameters for mechanistic–empirical pavement design MB Elias, HH Titi Transportation research record 1967 (1), 89-100, 2006 | 22 | 2006 |
| Resilient Modulus of Fine-Grained Soils for Mechanistic–Empirical Pavement Design HH Titi, R English, A Faheem Transportation Research Record 2510 (1), 24-35, 2015 | 21 | 2015 |
| Evaluation of intelligent compaction technology for densification of roadway subgrades and structural layers HL Von Quintus Wisconsin Highway Research Program, 2010 | 21 | 2010 |
| Effect of coarse aggregate type on chloride ion penetration in concrete HH Titi, H Tabatabai Construction and Building Materials 162, 871-880, 2018 | 20 | 2018 |
Murad Abu-FarsakhProfessor (Research), Louisiana State UniversityDirección de correo verificada de lsu.edu
