| 1 | Successful prediction of slope failure in an excavation trial | Coautor y autor de correspondencia: Mendoza, M. J., Botero, E., Ovando, E. | 2020 | ENGINEERING FAILURE ANALYSIS | WoS-id: 000509868200065
Scopus-id: 2-s2.0-85078565756
| 6 | 8 |
| 2 | Performance of a test embankment on very soft clayey soil improved with drain-to-drain vacuum preloading technology | Coautor: Mendoza, M. J., Lopez-Acosta, N. P., Espinosa-Santiago, A. L., Pineda-Nunez, V. M., et al. | 2019 | GEOTEXTILES AND GEOMEMBRANES | WoS-id: 000501401500004
Scopus-id: 2-s2.0-85067048860
| 37 | 37 |
| 3 | Performance and modelling of a friction-piled embankment on a very soft clayey soil | 1ᵉʳ autor: Mendoza M.J., Rufiar M., Mendoza S.A. | 2017 | Icsmge 2017 - 19th International Conference On Soil Mechanics And Geotechnical Engineering | Scopus-id: 2-s2.0-85045309351
| 0 | 0 |
| 4 | Modeling soil-pile interaction under axial loading using a bilinear mohr-coulomb based model | 2ᵒ autor: Mendoza M.J., Mayoral J.M., Flores F.A., Romo M.P., et al. | 2010 | Geotechnical Special Publication | Scopus-id: 2-s2.0-79959614319
| 0 | 1 |
| 5 | Seismic response of an urban bridge-support system in soft clay | Coautor: Mendoza, MJ, Mayoral, JM, Alberto, Y, Romo, MP | 2009 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | WoS-id: 000264609000015
Scopus-id: 2-s2.0-60349123288
| 25 | 32 |
| 6 | Geotechnical engineering aspects of the June 1999 Central Mexico earthquakes | Coautor: Mendoza M.J., Pestana J.M., Sancio R.B., Bray J.D., et al. | 2002 | EARTHQUAKE SPECTRA | WoS-id: 000180828000005
Scopus-id: 2-s2.0-0036703719
| 7 | 13 |
| 7 | Quick and Reliable Procedure for Liquid Limit Determination of Fine-Grained Soils | 1ᵉʳ autor: Mendoza M.J., Orozco M. | 2001 | GEOTECHNICAL TESTING JOURNAL | Scopus-id: 2-s2.0-0042912736
| 0 | 9 |
| 8 | Recurrent and constructive-algorithm networks for sand behavior modeling | Coautor: Mendoza M.J., Romo M.P., García S.R., Taboada-Urtuzuástegui V. | 2001 | INTERNATIONAL JOURNAL OF GEOMECHANICS | Scopus-id: 2-s2.0-37249018917
| 0 | 24 |
| 9 | Geotechnical factors in seismic design of foundations state-of-the-art report | 2ᵒ autor: Mendoza M.J., Romo M.P., García S.R. | 2000 | Bulletin of the New Zealand Society for Earthquake Engineering | Scopus-id: 2-s2.0-0034261917
| 0 | 3 |
| 10 | Observed seismic response of a friction pile-box foundation in Mexico City clay | 1ᵉʳ autor: Mendoza M.J., Romo M.P., Orozco M., Dominguez L. | 1999 | Earthquake Geotechnical Engineering. Proceedings Of The 2nd International Conference On Earthquake Geotechnical E | Scopus-id: 2-s2.0-0033501562
| 0 | 1 |
| 11 | Fast and accurate techniques for determination of water content in soils | 1ᵉʳ autor: Mendoza M.J., Orozco M. | 1999 | GEOTECHNICAL TESTING JOURNAL | Scopus-id: 2-s2.0-0043040106
| 0 | 7 |
| 12 | Performance of a friction pile-box foundation in Mexico City clay | 1ᵉʳ autor: Mendoza M.J., Romo M.P. | 1998 | SOILS AND FOUNDATIONS | Scopus-id: 2-s2.0-0039107175
| 0 | 7 |
| 13 | Rapid water content by computer-controlled microwave drying | 1ᵉʳ autor y autor de correspondencia: Mendoza M.J. | 1992 | Journal Of Geotechnical Engineering | Scopus-id: 2-s2.0-3643105454
| 1 | 1 |
| 14 | Behavior of building foundations in Mexico City during the 1985 earthquake. Second stage | 1ᵉʳ autor: Mendoza Manuel J., Romo Miguel P. | 1989 | | Scopus-id: 2-s2.0-0024914489
| 0 | 11 |
| 15 | Mexico earthquake of September 19, 1985 - behavior of building foundations in Mexico City | 1ᵉʳ autor: Mendoza M.J., Auvinet G. | 1988 | EARTHQUAKE SPECTRA | Scopus-id: 2-s2.0-0024105960
| 0 | 79 |
| 16 | Mexico earthquake of September 19, 1985 - deformability of Mexico City hard deposits under cyclic loading | 2ᵒ autor: Mendoza M., Ovando-Shelley E., Romo M.P. | 1988 | EARTHQUAKE SPECTRA | Scopus-id: 2-s2.0-0024106691
| 0 | 0 |
| 17 | Compressibility of clayey soils used in land reclamation. | 1ᵉʳ autor: Mendoza M.J., Hartlen J. | 1985 | Proc. 11th International Conference On Soil Mechanics And Foundation Engineering, San Francisco, August 1985. Vol | Scopus-id: 2-s2.0-0022233026
| 0 | 2 |
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