MIGUEL PEDRO ROMO ORGANISTA



DATOS GENERALES
Nombre completo   MIGUEL PEDRO ROMO ORGANISTA
Máximo nivel de estudios   DOCTORADO
Antigüedad académica en la UNAM   46 años
NOMBRAMIENTOS
Último  INVESTIGADOR TITULAR C TC Definitivo
Instituto de Ingeniería
INVESTIGADOR TITULAR C TC Definitivo
Instituto de Ingeniería
Desde 01-01-2008 (fecha inicial de registros en el SIIA) hasta 31-12-2023
ESTIMULOS, PROGRAMAS, PREMIOS Y RECONOCIMIENTOS
* SNI Emérito2011 - 2023
* SNI III - 2010
* PUN Innovación tecnológica y diseño industrial2005

INFORMACIÓN DE PUBLICACIONES
Firmas  
Organista M.P.R. Romo M. Romo M.P. Romo Miguel P. Romo O M.P. Romo, M. P.
Romo, M.P. Romo, Miguel P. Romo, MP Romo, MR Romo-Organista M.P. Romo-Organista, M.P.
Romo-Organista, Miguel P. Romo-Organista, MP
ID's SCOPUS  
7006732965 55840407100 56367137000 11039698300 7801551509 55989666800
Áreas de conocimiento  
Computer science, theory & methods Engineering, civil Engineering, geological Engineering, mechanical Engineering, multidisciplinary
Geochemistry and geophysics Geosciences, multidisciplinary Mathematics, interdisciplinary applications Acoustics and ultrasonics Architecture
Civil and Structural Engineering Computer Science (miscellaneous) Chemical engineering (miscellaneous) Earth and Planetary Sciences (miscellaneous) Ecology
Energy (miscellaneous) Engineering (miscellaneous) Geotechnical Engineering and Engineering Geology Soil Science Water Science and Technology
Coautorías con entidades de la UNAM  
  • Instituto de Investigaciones sobre la Universidad y la Educación
  • Instituto de Ingeniería
  • Facultad de Ingeniería
  • Facultad de Estudios Superiores "Aragón"
Revistas en las que ha publicado  (42):
  1. 12th International Conference On Computer Methods And Advances In Geomechanics 2008, (2008)
  2. 8th Us National Conference On Earthquake Engineering 2006, (2006)
  3. American Journal of Environmental Sciences, Estados Unidos America (2008)
  4. American Society Of Mechanical Engineers (paper), (1981, 1986)
  5. Bulletin of the New Zealand Society for Earthquake Engineering, Nueva Zelanda (2000)
  6. Civil-Comp Proceedings, Reino Unido (2015)
  7. Computer Methods And Recent Advances In Geomechanics - Proceedings Of The 14th Int. Conference Of International A, (2015)
  8. COMPUTERS & STRUCTURES, Reino Unido (1996)
  9. Control and Intelligent Systems, Canada (2006)
  10. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, Estados Unidos America (2011)
  11. Earthquake Geotechnical Engineering. Proceedings Of The 2nd International Conference On Earthquake Geotechnical E, (1999)
  12. EARTHQUAKE SPECTRA, Estados Unidos America (1988, 2002)
  13. Eccomas 2004 - European Congress On Computational Methods In Applied Sciences And Engineering, (2004)
  14. European Congress On Computational Methods In Applied Sciences And Engineering, Eccomas 2000, (2000)
  15. Frontiers Of Structural And Civil Engineering, Estados Unidos America (2018, 2019)
  16. GEOFISICA INTERNACIONAL, México (2003, 2007, 2013)
  17. GEOSYNTH INT, Estados Unidos America (2009)
  18. Geotechnical And Geological Engineering, Países Bajos (1998, 2009)
  19. Geotechnical Special Publication, Estados Unidos America (1998, 2008, 2010)
  20. GEOTEXTILES AND GEOMEMBRANES, Reino Unido (2011, 2012)
  21. Ingenieria e Investigacion, Colombia (2014)
  22. International Conference On Applied Computer Science - Proceedings, (2010)
  23. INTERNATIONAL JOURNAL OF GEOMECHANICS, Estados Unidos America (2001, 2006, 2009)
  24. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, Estados Unidos America (2000)
  25. Journal Of Geotechnical Engineering, (1990)
  26. JOURNAL OF VIBRATION ENGINEERING & TECHNOLOGIES, India (2024)
  27. Lecture Notes in Computer Science, Suiza (2012)
  28. No Identificado, (1981, 1989)
  29. Numerical Methods In Geomechanics. Proc. 4th International Conference, Edmonton, 1982. Volume 2, (1982)
  30. Proceedings In Earth And Geosciences, Países Bajos (2019)
  31. Proceedings Of The International Conference On Soil Mechanics And Foundation Engineering, (1981)
  32. Revista Facultad De Ingeniería. Universidad De Antioquia, Colombia (2014)
  33. REVISTA INTERNACIONAL DE METODOS NUMERICOS PARA CALCULO Y DISENO EN INGENIERIA, España (2021)
  34. Seism Response Anal Of Nucl Power Plant Syst, (1977, 2017)
  35. Seismological Research Letters, (2000)
  36. Sn Applied Sciences, Suiza (2019)
  37. Soft-Ground Tunneling, (1981)
  38. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, Reino Unido (2002, 2003, 2006, 2007, 2008, 2009, 2012, 2015, 2018, 2019)
  39. SOILS AND FOUNDATIONS, Japón (1998, 1999, 2000)
  40. TECNOLOGIA Y CIENCIAS DEL AGUA, México (2011, 2013, 2014)
  41. Transactions Of The International Conference On Structural Mechanics In Reactor Technology, (1983, 1985)
  42. WSEAS Transactions on Signal Processing, Grecia (2012)


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Documentos indexados (WoS y Scopus)

# Título del documento Autores Año Revista Fuente Citas WoS Citas Scopus
1Analysis of fractional differential equation to compare the dynamic behavior of a single degree of freedom system models using a shaking table2ᵒ autor: Romo M., Márquez E., Hermosillo A., Brambila F., et al.2024JOURNAL OF VIBRATION ENGINEERING & TECHNOLOGIESWoS-id: 001200375700002
Scopus-id: 2-s2.0-85190159304
00
2Development of a refinement algorithm for tetrahedral finite elements2ᵒ autor: Romo-Organista, Miguel P., Hermosillo-Arteaga, Armando, Magana del Toro, Roberto, Carrera-Bolanos, Jorge2021REVISTA INTERNACIONAL DE METODOS NUMERICOS PARA CALCULO Y DISENO EN INGENIERIAWoS-id: 000607882300009
Scopus-id: 2-s2.0-85114038763
01
3Dynamic in-plane transversal normal stresses in the concrete face of CFRD2ᵒ autor y autor de correspondencia: Romo M.P., Sarmiento-Solano N.2019Frontiers Of Structural And Civil EngineeringWoS-id: 000455138800011
Scopus-id: 2-s2.0-85048034349
12
4Analysis of non-linear and non-stationary seismic recordings of Mexico city2ᵒ autor: Romo, M. P., Garcia, S. R., Alcantara, L.2019SOIL DYNAMICS AND EARTHQUAKE ENGINEERINGWoS-id: 000493221400023
Scopus-id: 2-s2.0-85071978831
1313
5Spatial variation of PGA using neural networks2ᵒ autor: Romo, Miguel P., Garcia, Silvia R., ALCANTARA, LEONARDO2019Sn Applied SciencesWoS-id: 000494952200003
Scopus-id: 2-s2.0-85100701769
00
6Seismic performance evaluation of a bridge crossed by a normal fault2ᵒ autor: Romo, M. P., Mayoral, J. M., Alcaraz, J. M., de la Rosa, D., et al.2019Proceedings In Earth And GeosciencesWoS-id: 000623514304066
00
7Assessment of an alternative to deep foundations in compressible clays: the structural cell foundation2ᵒ autor y autor de correspondencia: Romo, Miguel P., Martinez-Galvan, Sergio A.2018Frontiers Of Structural And Civil EngineeringWoS-id: 000427906400007
Scopus-id: 2-s2.0-85020510141
45
8In-plane transversal normal stresses in the concrete face of CFRD induced by the first-dam reservoir filling2ᵒ autor y autor de correspondencia: Romo, M.P., Sarmiento-Solano, N.2018Frontiers Of Structural And Civil EngineeringWoS-id: 000427906400008
Scopus-id: 2-s2.0-85013078040
67
9Response spectra generation using a fractional differential model2ᵒ autor: Romo M.P., Hermosillo-Arteaga A., Magaña-del-Toro R.2018SOIL DYNAMICS AND EARTHQUAKE ENGINEERINGWoS-id: 000454974400061
Scopus-id: 2-s2.0-85054715042
33
10FINITE ELEMENT RANDOM VIBRATION METHOD FOR SOIL-STRUCTURE INTERACTION ANALYSIS.1ᵉʳ autor: Romo-Organista M.P., Lysmer J., Seed H.B.2017Seism Response Anal Of Nucl Power Plant SystScopus-id: 2-s2.0-85042248055
00
11Seismic response of bridges with massive foundations2ᵒ autor y autor de correspondencia: Romo, MP, Mayoral, JM2015SOIL DYNAMICS AND EARTHQUAKE ENGINEERINGWoS-id: 000353426200009
Scopus-id: 2-s2.0-84922740311
1819
12Seismic analysis of a rather complex ornamental commemorative structure in Mexico City2ᵒ autor y autor de correspondencia: Romo M.P., Boteroo E.2015Computer Methods And Recent Advances In Geomechanics - Proceedings Of The 14th Int. Conference Of International AScopus-id: 2-s2.0-84907343432
00
13Seismic response of hardfill dams during extreme events2ᵒ autor: Romo M.P., Mayoral J.M., Vital D., Sarmiento N., et al.2015Civil-Comp ProceedingsScopus-id: 2-s2.0-84964330800
00
14Seismic response of hardfill dams during extreme events2ᵒ autor: Romo M.P., Mayoral J.M., Vital D., Sarmiento N., et al.2015Civil-Comp ProceedingsScopus-id: 2-s2.0-85013466600
00
15Evaluación del desempeño de redes neuronales artificiales para estimar propiedades de capas de pavimentos2ᵒ autor y autor de correspondencia: Romo M., Beltrán G.2014Ingenieria e InvestigacionWoS-id: 000340985300003
Scopus-id: 2-s2.0-84908029578
812
16El uso del método de los elementos distintos como una herramienta para la detección de problemas de estabilidad en las excavaciones del vertedero profundas2ᵒ autor: Romo M.P., Botero-Jaramillo E., Méndez B., Marengo H.2014TECNOLOGIA Y CIENCIAS DEL AGUAWoS-id: 000344438300013
Scopus-id: 2-s2.0-84943566410
00
17Comportamiento mecánico del polietileno tereftalato (PET) y sus aplicaciones geotécnicasCoautor: Romo M.P., Jaramillo E.B., Muñoz L., Ossa A.2014Revista Facultad De Ingeniería. Universidad De AntioquiaScopus-id: 2-s2.0-84897656628
00
18Excitation direction effect on the seismic response of concrete faces of rock-fill dams2ᵒ autor y autor de correspondencia: Romo-Organista, MP, Sarmiento-Solano, N2013TECNOLOGIA Y CIENCIAS DEL AGUAWoS-id: 000319781700006
40
19Characterization of ground motions using recurrence plots2ᵒ autor: Romo M.P., García S.R., Figueroa-Nazuno J.2013GEOFISICA INTERNACIONALWoS-id: 000322422600002
Scopus-id: 2-s2.0-84879531249
88
20Efecto de la dirección de la excitación en la respuesta sísmica de la cara de concreto de presas de enrocamiento2ᵒ autor y autor de correspondencia: Romo-Organista M.P., Sarmiento-Solano N.2013TECNOLOGIA Y CIENCIAS DEL AGUAScopus-id: 2-s2.0-84883234377
03
21Linearization of rigid body dynamics on frictional interfaces under harmonic loading2ᵒ autor: Romo, MP, Mendez, BC, Botero, E2012SOIL DYNAMICS AND EARTHQUAKE ENGINEERINGWoS-id: 000297449200012
Scopus-id: 2-s2.0-82455181512
34
22Confining stress influence on EPS water absorption capability2ᵒ autor y autor de correspondencia: Romo, MP, Ossa, A2012GEOTEXTILES AND GEOMEMBRANESWoS-id: 000312176700016
Scopus-id: 2-s2.0-84869084673
1015
23Unearthing clues to reduce the devastating effects of earthquakes: The hilbert-huang transform2ᵒ autor y autor de correspondencia: Romo M., Garcia S.2012WSEAS Transactions on Signal ProcessingScopus-id: 2-s2.0-84885747738
01
24Analysis of poisson's ratio effect on pavement layer moduli estimation - A neural network based approach from non-destructive testing2ᵒ autor y autor de correspondencia: Romo M., Beltrán G.2012Lecture Notes in Computer ScienceScopus-id: 2-s2.0-84906668819
01
25Dynamic characterization of EPS geofoam2ᵒ autor y autor de correspondencia: Romo, MP, Ossa, A2011GEOTEXTILES AND GEOMEMBRANESWoS-id: 000286857100004
Scopus-id: 2-s2.0-78549272003
5463
26Seismic response evaluation of an urban overpassCoautor y autor de correspondencia: Romo, MP, Mayoral, JM, Flores, FA2011EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICSWoS-id: 000291497800001
Scopus-id: 2-s2.0-79956106208
1010
27New method for seismic design of earth and rockfill dams and slopesCoautor: Romo, MP, Botero, E, Flores-Berrones, R, Mendez, BC2011TECNOLOGIA Y CIENCIAS DEL AGUAWoS-id: 000293763600012
20
28New method for seismic design of earth and rockfill dams and slopes [Nuevo método de diseño sísmico para cortinas de tierra y enrocamiento, y de taludes]Coautor: Romo M.P., Botero E., Flores-Berrones R., Méndez B.C.2011TECNOLOGIA Y CIENCIAS DEL AGUAScopus-id: 2-s2.0-84883217415
02
29Unearthing clues to reduce the devastating effects of earthquakes: The Hilbert-Huang Transform2ᵒ autor y autor de correspondencia: Romo M., Garcia S.2010International Conference On Applied Computer Science - ProceedingsScopus-id: 2-s2.0-79958717882
00
30Modeling soil-pile interaction under axial loading using a bilinear mohr-coulomb based modelCoautor: Romo M.P., Mayoral J.M., Mendoza M.J., Flores F.A., et al.2010Geotechnical Special PublicationScopus-id: 2-s2.0-79959614319
01
31A new friction law for sliding rigid blocks under cyclic loadingCoautor y autor de correspondencia: Romo, MR, Mendez, BC, Botero, E2009SOIL DYNAMICS AND EARTHQUAKE ENGINEERINGWoS-id: 000264609000010
Scopus-id: 2-s2.0-60349112605
1417
32Seismic response of an urban bridge-support system in soft clayCoautor: Romo, MP, Mayoral, JM, Alberto, Y, Mendoza, MJ2009SOIL DYNAMICS AND EARTHQUAKE ENGINEERINGWoS-id: 000264609000015
Scopus-id: 2-s2.0-60349123288
2532
33Micro- and macro-mechanical study of compressive behavior of expanded polystyrene geofoam2ᵒ autor y autor de correspondencia: Romo, MP, Ossa, A2009GEOSYNTH INTWoS-id: 000272393300001
Scopus-id: 2-s2.0-77956239775
5367
34Closure to "Analysis of deep moisture barriers in expansive soils. II: Water flow formulation and implementation" by Eduardo Rojas, Miguel P. Romo, Paul Garnica, and Refugio Cervantes2ᵒ autor: Romo M.P., Rojas E., Cervantes R.2009INTERNATIONAL JOURNAL OF GEOMECHANICSScopus-id: 2-s2.0-63049122422
00
35Closure to "analysis of deep moisture barriers in expansive soils. I: Constitutive model formulation" by Eduardo Rojas, Miguel P. Romo, and Refugio Cervantes2ᵒ autor: Romo M.P., Rojas E., Cervantes R.2009INTERNATIONAL JOURNAL OF GEOMECHANICSScopus-id: 2-s2.0-63049134663
03
36Rockfill strength evaluation using cascade correlation networks2ᵒ autor y autor de correspondencia: Romo M.P., García S.R.2009Geotechnical And Geological EngineeringScopus-id: 2-s2.0-67349140515
01
37A neurofuzzy system to analyze liquefaction-induced lateral spread2ᵒ autor: Romo, MP, Garcia, SR, Botero, E2008SOIL DYNAMICS AND EARTHQUAKE ENGINEERINGWoS-id: 000253649900002
Scopus-id: 2-s2.0-37249082568
2630
38Geo-seismic environmental aspects affecting tailings dams failures2ᵒ autor y autor de correspondencia: Romo M.P., Mayoral J.M.2008American Journal of Environmental SciencesScopus-id: 2-s2.0-43249107428
07
39Advanced 3-D seismic soil-structure interaction analysis of a cellular-raft foundation in soft clay2ᵒ autor: Romo M.P., Mayoral J.M., Martinez S.2008Geotechnical Special PublicationScopus-id: 2-s2.0-66449121456
06
40Validation of commercial time domain finite difference codes for 3D dynamic soil-structure interaction analysesCoautor y autor de correspondencia: Romo M.P., Jaramillo E.B., Mendez B.C.200812th International Conference On Computer Methods And Advances In Geomechanics 2008Scopus-id: 2-s2.0-84869841846
00
41The sinking of Mexico City: Its effects on soil properties and seismic responseCoautor y autor de correspondencia: Romo M.P., Ovando-Shelley E., Ossa A.2007SOIL DYNAMICS AND EARTHQUAKE ENGINEERINGWoS-id: 000243796900005
Scopus-id: 2-s2.0-33845326074
6475
42Estimation of peak ground accelerations for Mexican subduction zone earthquakes using neural networks2ᵒ autor: Romo M.P., García S.R., Mayoral J.M.2007GEOFISICA INTERNACIONALScopus-id: 2-s2.0-34250222088
022
43Fluctuant bearing capacity of shallow foundations during earthquakes2ᵒ autor y autor de correspondencia: Romo M.P., Merlos J.2006SOIL DYNAMICS AND EARTHQUAKE ENGINEERINGWoS-id: 000236088000002
Scopus-id: 2-s2.0-32444444586
1013
44Soil dynamic properties determination: A neurofuzzy system approach2ᵒ autor: Romo M.P., García S.R., Figueroa-Nazuno J.2006Control and Intelligent SystemsScopus-id: 2-s2.0-33644797052
06
45Analysis of deep moisture barriers in expansive soils. II: Water flow formulation and implementation2ᵒ autor: Romo M.P., Rojas E., Garnica P., Cervantes R.2006INTERNATIONAL JOURNAL OF GEOMECHANICSScopus-id: 2-s2.0-33748759279
013
46Analysis of deep moisture barriers in expansive soils. I: Constitutive model formulation2ᵒ autor: Romo M.P., Rojas E., Cervantes R.2006INTERNATIONAL JOURNAL OF GEOMECHANICSScopus-id: 2-s2.0-33748788808
010
47Chaotic analysis of seismic time series2ᵒ autor: Romo M.P., Garcia S.R., Correa F.J., Ortega M., et al.20068th Us National Conference On Earthquake Engineering 2006Scopus-id: 2-s2.0-84865839966
00
48Analytical description of complex systems by means of RPS and EFS2ᵒ autor: Romo M.P., García S.R., Figueroa-Nazuno J.2004Eccomas 2004 - European Congress On Computational Methods In Applied Sciences And EngineeringScopus-id: 2-s2.0-84893515106
00
49Neurofuzzy mapping of CPT values into solid dynamic properties1ᵉʳ autor: Romo M.P., García S.R.2003SOIL DYNAMICS AND EARTHQUAKE ENGINEERINGWoS-id: 000184847700005
Scopus-id: 2-s2.0-0043232777
1516
50Earthquake-induced slope displacements2ᵒ autor y autor de correspondencia: Romo M.P., Botero E.J.2003GEOFISICA INTERNACIONALScopus-id: 2-s2.0-0037824430
01
51Modeling ground motion in Mexico City using artificial neural networks2ᵒ autor: Romo M.P., García S.R., Sarmiento N.2003GEOFISICA INTERNACIONALScopus-id: 2-s2.0-0038500694
08
52Geotechnical engineering aspects of the June 1999 Central Mexico earthquakesCoautor: Romo M.P., Pestana J.M., Sancio R.B., Bray J.D., et al.2002EARTHQUAKE SPECTRAWoS-id: 000180828000005
Scopus-id: 2-s2.0-0036703719
713
53Influence of earthquake frequency content on soil dynamic properties at CAO siteCoautor y autor de correspondencia: Romo M.P., Carvajal J.C., Taboada-Urtuzuástegui V.M.2002SOIL DYNAMICS AND EARTHQUAKE ENGINEERINGScopus-id: 2-s2.0-0037189227
47
54Recurrent and constructive-algorithm networks for sand behavior modeling1ᵉʳ autor: Romo M.P., García S.R., Mendoza M.J., Taboada-Urtuzuástegui V.2001INTERNATIONAL JOURNAL OF GEOMECHANICSScopus-id: 2-s2.0-37249018917
023
55The Oaxaca earthquake of 30 September 1999 (Mw = 7.5): A normal-faulting event in the subducted cocos plateCoautor: Romo M., Singh S.K., Ordaz M., Alcántara L., et al.2000Seismological Research LettersScopus-id: 2-s2.0-0002355307
052
56Geotechnical factors in seismic design of foundations state-of-the-art report1ᵉʳ autor: Romo M.P., Mendoza M.J., García S.R.2000Bulletin of the New Zealand Society for Earthquake EngineeringScopus-id: 2-s2.0-0034261917
03
57Static and seismic behavior of a friction pile-box foundation in Mexico city clay2ᵒ autor: Romo M.P., Mendoza M.J., Orozco M., Domínguez L.2000SOILS AND FOUNDATIONSScopus-id: 2-s2.0-23644435008
020
58Knowledge-based modeling of sand behavior2ᵒ autor: Romo M.P., García S.R., Taboada-Urtuzuástegui V.2000European Congress On Computational Methods In Applied Sciences And Engineering, Eccomas 2000Scopus-id: 2-s2.0-84893417553
02
593d analysis of s-wave propagation in soft deposits1ᵉʳ autor: Romo, M.P., Ovando, E., Iida, M.2000JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERINGScopus-id: 2-s2.0-85001871713
00
60Observed seismic response of a friction pile-box foundation in Mexico City clay2ᵒ autor: Romo M.P., Mendoza M.J., Orozco M., Dominguez L.1999Earthquake Geotechnical Engineering. Proceedings Of The 2nd International Conference On Earthquake Geotechnical EScopus-id: 2-s2.0-0033501562
01
61Dynamic analysis of tunnel-shaft-soil systems using FEM and ANN1ᵉʳ autor: Romo M.P., Garcia S.R., Merlos J.1999Earthquake Geotechnical Engineering. Proceedings Of The 2nd International Conference On Earthquake Geotechnical EScopus-id: 2-s2.0-0033508474
00
62Evaluation of dynamic soil properties in mexico city using downhole array recordsCoautor y autor de correspondencia: Romo M.P., Taboada-Urtuzuástegui V., Martínez H.1999SOILS AND FOUNDATIONSScopus-id: 2-s2.0-0040885490
06
63Soil-pile interface model for axially loaded single pilesCoautor y autor de correspondencia: Romo M.P., Rojas E., Valle C.1999SOILS AND FOUNDATIONSScopus-id: 2-s2.0-10944247174
05
64Deep excavations in Mexico City soft clays2ᵒ autor y autor de correspondencia: Organista M.P.R., Auvinet G.1998Geotechnical Special PublicationScopus-id: 2-s2.0-0032309867
02
65P-Y curves for piles under seismic lateral loads1ᵉʳ autor: Romo M.P., Ovando-Shelley E.1998Geotechnical And Geological EngineeringScopus-id: 2-s2.0-0032311083
05
66Performance of a friction pile-box foundation in Mexico City clay2ᵒ autor y autor de correspondencia: Romo M.P., Mendoza M.J.1998SOILS AND FOUNDATIONSScopus-id: 2-s2.0-0039107175
07
67Finite element analysis of dam-reservoir systems using an exact far-boundary condition2ᵒ autor: Romo O M.P., Li X., Avilés L J.1996COMPUTERS & STRUCTURESWoS-id: A1996UU00800008
Scopus-id: 2-s2.0-0030192108
2123
68Behavior of friction piles in Mexico city clay2ᵒ autor: Romo M.P., Jaime A., Reséndiz D.1990Journal Of Geotechnical EngineeringWoS-id: A1990DF24900003
Scopus-id: 2-s2.0-0025447688
36
69Dynamic soil properties and general soil conditions in the Valley of Mexico1ᵉʳ autor: Romo Miguel P., Jaime Alberto1989Scopus-id: 2-s2.0-0024906566
00
70Behavior of building foundations in Mexico City during the 1985 earthquake. Second stage2ᵒ autor y autor de correspondencia: Romo Miguel P., Mendoza Manuel J.1989Scopus-id: 2-s2.0-0024914489
010
71Mexico earthquake of September 19, 1985 - relationships between soil conditions and earthquake ground motions2ᵒ autor: Romo M.P., Seed H.B., Sun J.I., Jaime A., et al.1988EARTHQUAKE SPECTRAScopus-id: 2-s2.0-0024105855
0220
72Mexico earthquake of September 19, 1985 - deformability of Mexico City hard deposits under cyclic loadingCoautor y autor de correspondencia: Romo M.P., Ovando-Shelley E., Mendoza M.1988EARTHQUAKE SPECTRAScopus-id: 2-s2.0-0024106691
00
73Mexico earthquake of September 19, 1985 - correlations between dynamic and static properties of Mexico City clay2ᵒ autor y autor de correspondencia: Romo M.P., Jaime A.1988EARTHQUAKE SPECTRAScopus-id: 2-s2.0-0024106860
016
74Mexico earthquake of September 19, 1985 - general soil conditions and clay properties in the Valley of Mexico1ᵉʳ autor: Romo M.P., Jaime A., Resendiz D.1988EARTHQUAKE SPECTRAScopus-id: 2-s2.0-0024108182
037
75ANALYTICAL MODELLING OF DYNAMIC SOIL RESPONSE IN THE MEXICO EARTHQUAKE OF SEPT. 19, 1985.1ᵉʳ autor: Romo Miguel P., Bolton Seed H.1986American Society Of Mechanical Engineers (paper)Scopus-id: 2-s2.0-0022875771
035
76PROBABILISTIC SITE DEPENDENT DESIGN SPECTRA FOR A NPP.2ᵒ autor: Romo M.P., Chavez M., Arroyo M.1985Transactions Of The International Conference On Structural Mechanics In Reactor TechnologyScopus-id: 2-s2.0-0022176132
00
77RANDOM PROBABILISTIC APPROACH TO SEISMIC NUCLEAR POWER PLANT ANALYSIS.1ᵉʳ autor y autor de correspondencia: Romo M.P.1985Transactions Of The International Conference On Structural Mechanics In Reactor TechnologyScopus-id: 2-s2.0-0022224519
00
78PROBABILISTIC SEISMIC RESPONSE OF NUCLEAR POWER PLANTS.1ᵉʳ autor: Romo M.P., Carels P.1983Transactions Of The International Conference On Structural Mechanics In Reactor TechnologyScopus-id: 2-s2.0-0020978330
00
79Observed and computed settlements in a case of soft-ground tunnelling.1ᵉʳ autor: Romo M.P., Resendiz D.1982Numerical Methods In Geomechanics. Proc. 4th International Conference, Edmonton, 1982. Volume 2Scopus-id: 2-s2.0-0020470266
00
80Soft-ground tunneling: failures and displacements.2ᵒ autor y autor de correspondencia: Romo M.P., Resendiz D.1981Scopus-id: 2-s2.0-0019352859
00
81Settlements upon soft-ground tunneling: theoretical solution.2ᵒ autor y autor de correspondencia: Romo M.P., Resendiz D.1981Soft-Ground TunnelingScopus-id: 2-s2.0-0019354558
02
82Computed and observed deformation of two embankment dams under seismic loading.1ᵉʳ autor: Romo M.P., Resendiz D.1981American Society Of Mechanical Engineers (paper)Scopus-id: 2-s2.0-0019370974
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83Geotechnical problems in soft-ground tunneling: an introduction.2ᵒ autor y autor de correspondencia: Romo M.P., Resendiz D.1981Soft-Ground TunnelingScopus-id: 2-s2.0-0019382069
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84FACE STABILITY AND GROUND SETTLEMENT IN SHIELD TUNNELING.1ᵉʳ autor: Romo M.P., Diaz C.M.1981Proceedings Of The International Conference On Soil Mechanics And Foundation EngineeringScopus-id: 2-s2.0-0019678973
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85FINITE ELEMENT RANDOM VIBRATION METHOD FOR SOIL-STRUCTURE INTERACTION ANALYSIS.1ᵉʳ autor: Romo-Organista M.P., Lysmer J., Seed H.B.1977Seism Response Anal Of Nucl Power Plant SystScopus-id: 2-s2.0-0017789618
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Documentos no indexados (Humanindex)

# Título del documento ISSN Revista Año Fuente
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Capítulos de libros (WoS y Scopus)

# Título del capítulo Título del libro Autores Alcance Año ISBN Fuente
1Seismic performance evaluation of a bridge crossed by a normal faultEarthquake Geotechnical Engineering For Protection And Development Of Environment And Constructions- Proceedings Of The 7th International Conference On Earthquake Geotechnical Engineering, 2019Mayoral J.M., Romo M.P., Alcaraz J.M., et al.Conference Paper20199780367143282Scopus-id: 2-s2.0-85081182141
2Evaluation of structural indices inferred from nondestructive deflection tests on pavementsFrom Fundamentals To Applications In GeotechnicsRomo, Miguel, Beltran, Gloria, Manzanal, D, et al.Proceedings Paper20159781614996033WoS-id: 000380938800024
3Fast moving landslides simulation by cellular automataFrom Fundamentals To Applications In GeotechnicsGarcia, Silvia, Romo, Miguel, Lopez-Molina, Jorge, et al.Proceedings Paper20159781614996033WoS-id: 000380938801073
4Some criteria to be considered in the design of hardfill damsFrom Fundamentals To Applications In GeotechnicsManuel Mayoral, Juan, Pedro Romo, Miguel, Vital, Damian, et al.Proceedings Paper20159781614996033WoS-id: 000380938803015
5Automatic learning for patterning the behavior of rockfill materialsFrom Fundamentals To Applications In GeotechnicsGarcia, Silvia, Romo, Miguel, Lopez-Molina, Jorge, et al.Proceedings Paper20159781614996033WoS-id: 000380938803016
6Numerical computation of shaft lining pressures in granular soilComputer Methods For Geomechanics: Frontiers And New ApplicationsMéndez B., Botero E., Romo M.P., et al.Conference Paper20119780980824421Scopus-id: 2-s2.0-84885813482
7Model for studying the subsidence phenomena, soil cracking and seismic aspects in Aguascalientes City, MexicoComputer Methods For Geomechanics: Frontiers And New ApplicationsBotero E., Romo M.P., Méndez B., Conference Paper20119780980824421Scopus-id: 2-s2.0-84885789017
8An attenuation tree for PGA and spectral ordinatesComputer Methods For Geomechanics: Frontiers And New ApplicationsGarcía S.R., Romo M.P., Conference Paper20119780980824414Scopus-id: 2-s2.0-84885786853
9Numerical analysis of a tunnel in very soft clayProceedings Of The 7th International Conference On Engineering Computational TechnologyMayoral J.-M., Romo M.-P., Flores F.-A., Conference Paper20109781905088393Scopus-id: 2-s2.0-84858375968
10A shaking table pad made of Kevlar fiber-reinforced polymersProceedings Of The 17th International Conference On Soil Mechanics And Geotechnical Engineering: The Academia And Practice Of Geotechnical EngineeringMéndez B., Botero E., Romo M.P., Conference Paper20099781607500315Scopus-id: 2-s2.0-84865194429
11Characterization of the seismic environment prevailing at Texcoco lake, MexicoProceedings Of The 17th International Conference On Soil Mechanics And Geotechnical Engineering: The Academia And Practice Of Geotechnical EngineeringOsorio L., Mayoral J.M., Romo M.P., Conference Paper20099781607500315Scopus-id: 2-s2.0-84865179300
12Seismic performance evaluation of a deep foundation system build in the lake zone area, in Mexico CityProceedings Of The 17th International Conference On Soil Mechanics And Geotechnical Engineering: The Academia And Practice Of Geotechnical EngineeringMayoral J.M., Mendoza M.J., Romo M.P., et al.Conference Paper20099781607500315Scopus-id: 2-s2.0-84865179502
13Three-dimensional numerical modelling of a high slope cut in a rock mass having complex geological formationsProceedings Of The 17th International Conference On Soil Mechanics And Geotechnical Engineering: The Academia And Practice Of Geotechnical EngineeringMéndez B., Botero E., Romo M.P., et al.Conference Paper20099781607500315Scopus-id: 2-s2.0-84865155550
14Treatment of geoseismic data as a non-stationary processProceedings Of The 17th International Conference On Soil Mechanics And Geotechnical Engineering: The Academia And Practice Of Geotechnical EngineeringGarcía S., Romo M., Conference Paper20099781607500315Scopus-id: 2-s2.0-84865178032
15Numerical modeling of liquefaction-induced lateral spreading12th International Conference On Computer Methods And Advances In Geomechanics 2008Mayoral J.M., Romo M.P., Flores F.A., Conference Paper20089781622761760Scopus-id: 2-s2.0-84869795044
16Solving geoseismic problems with Soft Computing12th International Conference On Computer Methods And Advances In Geomechanics 2008Romo M., García S., Conference Paper20089781622761760Scopus-id: 2-s2.0-84869840093
17Influence of concrete interface friction on the seismic performance of fractured concrete dams12th International Conference On Computer Methods And Advances In Geomechanics 2008Mendez B.C., Jaramillo E.B., Romo M.P., Conference Paper20089781622761760Scopus-id: 2-s2.0-84869749586
18A simplified plastic hysteretic model for multi-directional nonlinear site response in soft soilsProceedings Of The 4th International Conference On Soft Soil Engineering - Soft Soil EngineeringMayoral J.M., Romo M.P., Pestana J.M., et al.Conference Paper20070415422809 Scopus-id: 2-s2.0-55549092074
19Effect of interface friction-variation during sliding on base-isolated structures8th Us National Conference On Earthquake Engineering 2006Botero E., Mendez B., Romo O M.P., Conference Paper20069781615670444Scopus-id: 2-s2.0-84865853488
20Hilbert-Huang spectral analysis of seismic ground response8th Us National Conference On Earthquake Engineering 2006Garcia S.R., Romo M.P., Correa F.J., et al.Conference Paper20069781615670444Scopus-id: 2-s2.0-84865846331
21Effects of stratigraphic variations on motion profilesProceedings Of The International Conference On Soil Mechanics And Foundation EngineeringOvando-Shelley E., Romo M.P., Peniche J., et al.Conference Paper19899061918936 Scopus-id: 2-s2.0-0024773219
22Local site effects on Mexico City ground motionsProceedings Of The International Conference On Soil Mechanics And Foundation EngineeringRomo M.P., Ovando-Shelley E., Jaime A., et al.Conference Paper19899061918936 Scopus-id: 2-s2.0-0024773603
23Static tests on friction piles in Mexico City clayProceedings Of The International Conference On Soil Mechanics And Foundation EngineeringRomo M.P., Jaime P. A., Mitre M. A., Conference Paper19899061918928 Scopus-id: 2-s2.0-0024773661
24EARTHQUAKE ANALYSIS OF FLEXIBLE RETAINING WALLS.Earthquake Analysis Of Flexible Retaining Walls.Ayala G., Romo M.P., Gomez R., et al.Conference Paper19859061915848 Scopus-id: 2-s2.0-0022210259
25PRESSURES ON A ROAD-EMBANKMENT RIGID CULVERT.Pressures On A Road-Embankment Rigid Culvert.Mendoza Manuel J., Romo Miguel P., Magana Roberto, Conference Paper19830919305385 Scopus-id: 2-s2.0-0020872765
26Soft-ground tunneling: failures and displacements.Soft-Ground Tunneling: Failures And Displacements.Romo M.P., Resendiz D., Article19819061912016 Scopus-id: 2-s2.0-85040209399
27Computed and observed deformation of two embankment dams under seismic loading.Dams And Earthquake : Proceedings Of A Conference; London, 1-2 October 1980Romo M.P., Resendiz D., Article19810727701231 Scopus-id: 2-s2.0-85040208232
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Obras con ISBN (Indautor)

# Título del documento Autores Alcance Año ISBN Fuente
1Temas Selectos De Análisis Numérico Aplicados A La Ingeniería GeotécnicaRivera Constantino, Rigoberto, Ortiz Hermosillo, Ricardo Enrique, Zea Constantino, Carmelino, et al.Libro Completo20229786079918552INDAUTOR
2Adaptive Refining Method For 2d Triangular-Element Meshes For Finite Element AnalysesRomo Organista, Miguel Pedro, Carrera-Bolaños, Jorge, Magaña del Toro, Roberto, et al.Libro Completo20189786073003575INDAUTOR
3Mdoc-Cfe Diseño De Obras CivilesLozoya Corrales, Julio Octavio, Domínguez Mora, Ramón, Romo Organista, Miguel Pedro, et al.Libro Completo20189786079703615INDAUTOR
4Capítulo B.1.3 Presentación De Información GeológicaRomo Organista, Miguel Pedro, de la Llata Romero, Rolando, Mendoza López, Manuel Jesús, et al.Libro Completo20189786079703646INDAUTOR
5Capítulo B.1.2 Obtención Y Análisis De Información GeológicaRomo Organista, Miguel Pedro, de la Llata Romero, Rolando, Mendoza López, Manuel Jesús, et al.Libro Completo20189786079703653INDAUTOR
6Capítulo B.1.1 Información Geológica ExistenteRomo Organista, Miguel Pedro, Mayoral Villa, Juan Manuel, Mendoza López, Manuel Jesús, et al.Libro Completo20189786079703660INDAUTOR
7Capítulo B.2.2 Pruebas De Laboratorio Para Determinar Las Propiedades De Los Suelos Y EnrocamientosRomo Organista, Miguel Pedro, Rivera Constantino, Rigoberto, Mayoral Villa, Juan Manuel, et al.Libro Completo20189786079703684INDAUTOR
8Capítulo B.4.3 Presas De Enrocamiento Con Cara De ConcretoRomo Organista, Miguel Pedro, Rivera Constantino, Rigoberto, Mendoza López, Manuel Jesús, et al.Libro Completo20189786079820176INDAUTOR
9Behavior Of Expanded Polystyrene Eps In Geotechnical ApplicationsRomo Organista, Miguel Pedro, Ossa López, Alexandra, Libro Completo20149786070262784INDAUTOR
10Materiales Compuestos Aplicados En La Plataforma De Una Mesa VibradoraRomo Organista, Miguel Pedro, Méndez Urquídez, Bogart Camille, Botero Jaramillo, Eduardo, et al.Libro Completo20149786070262944INDAUTOR
11Nueva Técnica De Pluviación Para Formar Depósitos De ArenaRomo Organista, Miguel Pedro, González Blandón, Claudia Marcela, Libro Completo20149786070262869INDAUTOR
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No se encuentran registros en la base de datos de proyectos.

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Participación en Comités de Tesis

# Título del documento Tipo de Tesis Sinodales Autores Año Entidad Url
1Construcción de un túnel mecanizado en el Centro Histórico de Guadalajara, JaliscoTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Moreno y Fernández, Andrés Antonio; 2020Instituto de Ingeniería,
2Análisis de asentamientos permanentes en cimentaciones superficiales causados por ambientes sísmicos tridimensionalesTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Merlos Espericueta, Joel; 2017Instituto de Ingeniería,
3Un algoritmo para el análisis dinámico no lineal en el dominio de la frecuenciaTesis de DoctoradoJORGE CARRERA BOLAÑOS; JUAN MANUEL MAYORAL VILLA; EFRAIN OVANDO SHELLEY; MIGUEL PEDRO ROMO ORGANISTA; et al.Magaña del Toro, Roberto; 2015Facultad de Ingeniería, Instituto de Ingeniería,
4Aligeramiento de un suelo compactado con perlas de poliestireno expandidoTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Márquez Quintos, Erick; 2013Instituto de Ingeniería,
5Método de análisis simplificado para un nuevo tipo de cimentación en suelos blandosTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Martínez Galván, Sergio Antonio; 2012Instituto de Ingeniería,
6Evaluación de pavimentos flexibles con métodos de inteligencia artifical y auscultación no destructivaTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Beltran Calvo, Gloria Ines; 2012Instituto de Ingeniería,
7Mecanismo de disipación de energía dinámica en estructuras de retención con inclusiones compresiblesTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Gonzalez Blandon, Claudia Marcela; 2012Instituto de Ingeniería,
8Análisis tridimensional de la cara de concreto de presas de enrocamientoTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Sarmiento Solano, Neftalí; 2011Instituto de Ingeniería,
9Comportamiento mecánico del poliestireno expandido (EPS) bajo carga de compresiónTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Ossa López, Alexandra; 2009Instituto de Ingeniería,
10Una nueva ley de fricción cinética para bloques rígidos y su aplicación a problemas geosísmicosTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Méndez Urquídez, Bogart Camille; 2009Instituto de Ingeniería,
11Módulo de rigidez y relación de Poisson dinámicos obtenidos de mediciones en la franja del tercio medio en probetas de suelo granularTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Flores Castrellón, Osvaldo; 2008Instituto de Ingeniería,
12Refinamiento automatico de mallas de elemento finito mediante teoria de fractales y su aplicacion en problemas geotecnicosTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Hermosillo Arteaga, Armando Rafael; 2006
13Atenuacion espectral sismica en el campo lejano : una aproximacion con redes neuronales artificialesTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Echeverri Ramirez, Gloria Elena; 2006
14Modelacion de las propiedades dinamicas de arcillas marinasTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Gonzalez Blandon, Claudia Marcela; 2005
15Evaluacion de pavimentos flexibles con metodos no destructivosTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Orozco Santoyo, Raul Vicente; 2005
16Comportamiento dinamico de suelos compactados parcialmente saturadosTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Martinez Rojas, Juan Carlos; 2005
17Modelo bidimensional no lineal para el análisis del comportamiento dinamico de estructuras terreasTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Botero Jaramillo, Eduardo; 2004
18Comportamiento de una cimentación con pilotes de ficción en la Ciudad de México, bajo carga estática y sísmicaTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Mendoza, Manuel J.; 2004
19Estimacion de parametros dinamicos utilizando análisis espectral inversoTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Aldama Bustos, Guillermo; 2003
20Analisis de pilotes en depositos de suelo con estratos potencialmente licuablesTesis de LicenciaturaMIGUEL PEDRO ROMO ORGANISTA; Delgado Contreras, Nelson Ricardo; 2003
21Estudio del comportamiento estatico y dinamico de los suelos arcillosos de la Sonda de CampecheTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Cano Martin, German; 2003
22Degradacion de la arcilla de la Ciudad de Mexico por carga dinamicaTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Taboada Urtuzuastegui, Victor Manuel; 2002
23Medio ambiente sismico de campo libre para el sitio de TexcocoTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Vera Grunauer, Xavier Fernando; 2002
24Diseño del soporte y del procedimiento constructivo de tuneles en macizos rocosos utilizando redes neuronales artificialesTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Rangel Nuñez, José Luis; 2002
25Movimientos permanentes causados por sismo en cimentaciones superficiales y profundasTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Merlos Espericueta, Joel; 2002
26Redes neuronales artificiales aplicadas al modelado de excavaciones apuntaladas en suelos blandosTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Martinez Galvan, Sergio Antonio; 2001
27Evaluacion de la respuesta sismica en el Valle de Mexico aplicando redes neuronales artificialesTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Sarmiento Solano, Neftali; 2001
28Comportamiento no drenado ciclico y monotonico de una arena gruesaTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; García Benítez, Silvia Raquel; 1999
29Comportamiento dinamico de rellenos de desechos solidos municipalesTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Botero Jaramillo, Eduardo; 1999
30El modelo heterogeneo de la viga de cortante en la respuesta dinamica de la presa El InfiernilloTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Bravo Chávez, Hugo Leopoldo; 1998
31Un modelo aproximado para la simulacion de la respuesta dinamica de pilotes ante ondas SH propagandose verticalmenteTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Mayoral Villa, Juan Manuel; 1998
32Evaluacion numerica de las deformaciones inducidas por excavaciones profundas en arcillas blandasTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Rodriguez Segura, Ricardo; 1998
33Comportamiento y diseño de alcantarillas metalicasTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Beltran Rivas, Rene Eduardo; 1997
34Desplazamientos permanentes provocados por sismo en laderas naturalesTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Osorio Madrid, Xiomara Isabel; 1996
35Modelo constitutivo para un suelo con endurecimiento por deformacionTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Echeverri Ramirez, Gloria Elena; 1996
36Respuesta sismica de sistemas suelo-pilote. Un nuevo metodo de análisisTesis de LicenciaturaMIGUEL PEDRO ROMO ORGANISTA; Mayoral Villa, Juan Manuel; 1996
37Propiedades dinamicas de JalesTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Flores Castrejon, Osvaldo; 1996
38Curvas P-Y para pilotes en arcillaTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Díaz Monges, Juan José; 1995
39Analisis de movimientos permanentes por sismo en cimentacionesTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; García García, Julio Abraham; 1995
40Deformaciones permanentes en terraplenes inducidas por sismoTesis de LicenciaturaMIGUEL PEDRO ROMO ORGANISTA; Aguilar Alvarez Greaves, José Ignacio; 1995
41Efecto de los movimientos fuera de fase en estructuras lineales sobre apoyos multiplesTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Pineda Porras, Henry Omar; 1995
42Interaccion dinamica-suelo-estructura en suelos blandosTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Barcena Vega, Armando; 1993
43Analisis sismico de presas de enrocamiento con cara de concretoTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Li Liu, Xiangyue; 1992
44Metodo para el diseño geometrico de pavimentos flexiblesTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Torres Velazquez, Ricardo; 1992
45Revestimiento en tuneles : Un metodo de análisisTesis de DoctoradoMIGUEL PEDRO ROMO ORGANISTA; Sanchez Orth, Pablo Lorenzo; 1988
46Respuesta sismica de depositos de suelos granularesTesis de LicenciaturaMIGUEL PEDRO ROMO ORGANISTA; Taboada Urtuzuastegui, Victor Manuel; 1987
47Metodo de peturbaciones aplicado al análisis dinamico estocastico de sistemas linealesTesis de LicenciaturaMIGUEL PEDRO ROMO ORGANISTA; Villegas Lesso, Salvador; 1987
48Respuesta aleatoria tridimensional de presas de tierraTesis de MaestríaMIGUEL PEDRO ROMO ORGANISTA; Villarraga Herrera, Manuel Roberto; 1987
49Diseno de Tuneles en suelos blandosTesis de LicenciaturaMIGUEL PEDRO ROMO ORGANISTA; Hernandez Hernandez, Gabriel Angel; 1986
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Docencia Impartida

# Entidad Nivel Asignatura Año Semestre Alumnos
1Facultad de IngenieríaMaestríaACTIVIDADES ACADEMICAS ORIENTADAS A LA GRADUACION20142014-21
2Facultad de IngenieríaMaestríaPROYECTO DE INVESTIGACION II20132014-11
3Facultad de IngenieríaMaestríaPROYECTO DE INVESTIGACION III20132014-11
4Facultad de IngenieríaMaestríaTRABAJO DE INVESTIGACION II20122012-24
5Facultad de IngenieríaMaestríaTRABAJO DE INVESTIGACION I20112012-14
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No se encuentran registros en la base de datos de patentes.

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No se encuentran registros en la base de datos de libros completos (Humanindex).

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Capítulos de libros (Humanindex)

# Título del libro Título del capítulo ISBN Editorial Año Fuente