1 | Impact of Assisted Consolidation on Cross-Anisotropy Shear Ratio of Texcoco Clay: Field and Laboratory Evidence | Coautor y autor de correspondencia: Ovando-Shelley E., Chamorro-Zurita C., Fernández-Lavín A. | 2025 | Geotechnical And Geological Engineering | WoS-id: 001390111800007 Scopus-id: 2-s2.0-85214134519
| 0 | 0 |
2 | An Alternative Method to Analyze Waveforms from Bender Element Tests in Soft Clays | Coautor y autor de correspondencia: Ovando-Shelley E., Fernández-Lavín A., Chamorro-Zurita C. | 2024 | Geotechnical And Geological Engineering | WoS-id: 001037114700001 Scopus-id: 2-s2.0-85165623435
| 2 | 2 |
3 | Damping ratio on lacustrine soils using the wavelet transform | 2ᵒ autor: Ovando-Shelley E., Fernández-Lavín A., Chamorro-Zurita C. | 2024 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | WoS-id: 001226747600001 Scopus-id: 2-s2.0-85189537836
| 1 | 1 |
4 | Numerical assessment of the time-dependent behaviour of a tunnel with a yielding support system for a potential repository in claystone | Coautor: Ovando E., Mánica M.A., Simo E., Gens A., et al. | 2024 | Geomechanics for Energy and the Environment | WoS-id: 001288707700001 Scopus-id: 2-s2.0-85200205572
| 0 | 1 |
5 | On the Determination of Softening Parameters for Nonlocal Constitutive Models | Coautor: Ovando-Shelley E., Romero-Olán T., Mánica M.A., Rodríguez-Rebolledo J.F., et al. | 2024 | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | WoS-id: 001338694300024 Scopus-id: 2-s2.0-85194414990
| 0 | 1 |
6 | Event-based probabilistic liquefaction hazard analysis for defining soil acceptance criteria | Coautor: Ovando-Shelley, Efrain, Ordaz, Mario, Salgado-Galvez, Mario A., Manica, Miguel A., et al. | 2023 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | WoS-id: 000924305200001 Scopus-id: 2-s2.0-85146549230
| 2 | 3 |
7 | Material damping in a stratified soil deposit | Coautor: Ovando-Shelley E., Díaz M.A., Mánica M.A., Botero E., et al. | 2022 | EARTH SCIENCES RESEARCH JOURNAL | WoS-id: 000992820500002 Scopus-id: 2-s2.0-85149549349
| 0 | 0 |
8 | An effective combined framework for modelling the time-dependent behaviour of soft structured clays | Coautor: Ovando-Shelley E., Mánica M.A., Gens A., Botero E., et al. | 2021 | ACTA GEOTECHNICA | WoS-id: 000553808100003 Scopus-id: 2-s2.0-85088578050
| 16 | 16 |
9 | Cyclic Behaviour and Dynamic Properties of Texcoco Clays near Mexico City | 1ᵉʳ autor: OVANDO, EFRAIN, Hernandez, Zaira, Flores, Osvaldo, Fernandez, Alfonso | 2021 | Geotechnical Engineering | WoS-id: 000748979400005
| 1 | 0 |
10 | Simulation of the time-dependent behaviour of a test embankment on soft soil | Coautor y autor de correspondencia: Ovando-Shelley, Efrain, Gonzalez, Renata A., Manica, Miguel A. | 2021 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING | WoS-id: 000978244300001 Scopus-id: 2-s2.0-85119481824
| 0 | 0 |
11 | Geotechnical Characteristics of Natural and Reconstituted Lacustrine Mexico City Clays | 1ᵉʳ autor: Ovando Shelley, Efrain, Rodriguez Rebolledo, Juan Felix, Valderrama Atayupanqui, Yuri Vladimiro | 2020 | Geotechnical And Geological Engineering | WoS-id: 000492320700001 Scopus-id: 2-s2.0-85074580166
| 4 | 4 |
12 | Successful prediction of slope failure in an excavation trial | 2ᵒ autor: Ovando, E., Botero, E., Mendoza, M. J. | 2020 | ENGINEERING FAILURE ANALYSIS | WoS-id: 000509868200065 Scopus-id: 2-s2.0-85078565756
| 6 | 8 |
13 | Anisotropy of lacustrine soils in a large oedometer equipped with bender elements | 2ᵒ autor y autor de correspondencia: Ovando-Shelley, Efrain, Chamorro-Zurita, Claudia | 2020 | SOILS AND FOUNDATIONS | WoS-id: 000543370000005 Scopus-id: 2-s2.0-85083340520
| 8 | 8 |
14 | Haar wavelet transform for arrival time identification in bender element tests | 2ᵒ autor y autor de correspondencia: Shelley E.O., Lavín A.F. | 2020 | GEOTECHNICAL TESTING JOURNAL | WoS-id: 000574920000007 Scopus-id: 2-s2.0-85068554830
| 6 | 7 |
15 | Correction of Differential Settlements in Mexico City's Metropolitan Cathedral and Sagrario Church Preface | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100002
| 0 | 0 |
16 | Correction of Differential Settlements in Mexico City's Metropolitan Cathedral and Sagrario Church Introduction | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100003
| 0 | 0 |
17 | Description of foundations, general structural characteristics | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100004
| 0 | 0 |
18 | Foundation modifications | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100005
| 0 | 0 |
19 | Characteristics of the subsoil | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100006
| 0 | 0 |
20 | Regional subsidence | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100007
| 0 | 0 |
21 | Geotechnical diagnosis | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100008
| 0 | 0 |
22 | Solutions analyzed | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100009
| 0 | 0 |
23 | Underexcavation at the Cathedra and at the Sagrario | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100010
| 0 | 0 |
24 | Geometrical correction achieved | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100011
| 0 | 0 |
25 | Assessment of mortar injections | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100012
| 0 | 0 |
26 | Hardening the subsoil | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100013
| 0 | 0 |
27 | Observed behaviour | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100014
| 0 | 0 |
28 | Correction of Differential Settlements in Mexico City's Metropolitan Cathedral and Sagrario Church Final remarks | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo, Enrique | 2020 | Built Heritage And Geotechnics | WoS-id: 000631441100015
| 0 | 0 |
29 | Regional subsidence at the former Texcoco Lake: numerical modelling and settlements prediction | 1ᵉʳ autor: Ovando-Shelley E., Ossa-Lopez A., Gonzalez R. | 2020 | Proceedings Of The International Association Of Hydrological Sciences | Scopus-id: 2-s2.0-85088230972
| 0 | 1 |
30 | Performance of a pavement foundation system based on the partial compensation of masses method | Coautor: Ovando, E., Ossa, A., Botero, E., Madrigal, M. C., et al. | 2019 | SOILS AND FOUNDATIONS | WoS-id: 000471727100009 Scopus-id: 2-s2.0-85060761755
| 8 | 7 |
31 | Performance of a test embankment on very soft clayey soil improved with drain-to-drain vacuum preloading technology | Coautor: Ovando-Shelley, E., 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
| 35 | 35 |
32 | Soft soil pavement foundation system based on the partial mass compensation method | Coautor: Ovando E., Botero E., Ossa A., Madrigal M.C. | 2017 | Icsmge 2017 - 19th International Conference On Soil Mechanics And Geotechnical Engineering | Scopus-id: 2-s2.0-85045248959
| 0 | 1 |
33 | 3D numerical study of protective actions and risk mitigation during the construction of underground structures near historic buildings in Guadalajara City | 2ᵒ autor: Ovando E., Botero E., San Román O.R. | 2017 | Icsmge 2017 - 19th International Conference On Soil Mechanics And Geotechnical Engineering | Scopus-id: 2-s2.0-85045256361
| 0 | 0 |
34 | Behavior of suction piles under undrained loading up to failure. | 2ᵒ autor y autor de correspondencia: Ovando E., Olin M. | 2017 | Icsmge 2017 - 19th International Conference On Soil Mechanics And Geotechnical Engineering | Scopus-id: 2-s2.0-85045437646
| 0 | 1 |
35 | Numerical study of the seismic behavior of rigid inclusions in soft Mexico City Clay | 2ᵒ autor: Ovando-Shelley, Efrain, Manica Malcom, Miguel Angel, Botero Jaramillo, Eduardo | 2016 | JOURNAL OF EARTHQUAKE ENGINEERING | WoS-id: 000374877800005 Scopus-id: 2-s2.0-84946593438
| 16 | 18 |
36 | Mexico Citys Metropolitan Cathedral and Sagrario Church 13 Years after Underexcavation and Soil Hardening | 1ᵉʳ autor: Ovando-Shelley, Efrain, Santoyo-Villa, Enrique, Hernandez, Julio | 2016 | INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE | WoS-id: 000374995100010 Scopus-id: 2-s2.0-84965118889
| 1 | 2 |
37 | Evaluation of soil liquefaction from surface analysis | 1ᵉʳ autor: Shelley E.O., Mussio V., Rodríguez M., Chang J.G.A. | 2015 | GEOFISICA INTERNACIONAL | WoS-id: 000346113800007 Scopus-id: 2-s2.0-84916243190
| 7 | 10 |
38 | Stress-strain behavior of a silty soil reinforced with polyethylene terephthalate (PET) | Coautor: OvandoShelley, E, Botero, E, Ossa, A, Sherwell, G | 2015 | GEOTEXTILES AND GEOMEMBRANES | WoS-id: 000358461600009 Scopus-id: 2-s2.0-84934443696
| 90 | 103 |
39 | Assessment of damping models in FLAC | 2ᵒ autor: Ovando, E, Manica, M, Botero, E | 2014 | COMPUTERS AND GEOTECHNICS | WoS-id: 000337209200002 Scopus-id: 2-s2.0-84896476778
| 39 | 41 |
40 | Neural estimation of strong ground motion duration | Coautor: Ovando-Shelley E., Nolasco L.A., García S., Castillo M.A.M. | 2014 | GEOFISICA INTERNACIONAL | WoS-id: 000338176600001 Scopus-id: 2-s2.0-84903575867
| 3 | 3 |
41 | Small-strain dynamic characterization of clayey soil from the Texcoco Lake, Mexico | 2ᵒ autor: Ovando-Shelley E., Flores-Guzmán M., Valle-Molina C. | 2014 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | WoS-id: 000338612400001 Scopus-id: 2-s2.0-84897475356
| 12 | 13 |
42 | Evaluation of the change in dominant periods in the lake-bed zone of Mexico City produced by ground subsidence through the use of site amplification factors | Coautor: Ovando-Shelley E., Arroyo D., Ordaz M., Guasch J.C., et al. | 2013 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | WoS-id: 000312172200006 Scopus-id: 2-s2.0-84866792849
| 30 | 29 |
43 | Microtremor measurements to identify zones of potential fissuring in the basin of Mexico | 1ᵉʳ autor: Ovando-Shelley E., Lermo-Samaniego J., Auvinet G., Méndez-Sánchez E. | 2012 | GEOFISICA INTERNACIONAL | Scopus-id: 2-s2.0-84859359836
| 0 | 12 |
44 | Engineering geology approach to the effects of land subsidence in Mexico City | Coautor: Ovando-Shelley E., Cerca M., Carreón-Freyre D., López-Quiroz P., et al. | 2012 | GSA Field Guides | Scopus-id: 2-s2.0-84962509669
| 0 | 7 |
45 | Joint inversion of three-component microtremor measurements and microtremor array measurements at Mexico City | Coautor: Shelley E.O., Hayashi K., Nozu A., Tanaka M., et al. | 2011 | SEG Technical Program Expanded Abstracts | Scopus-id: 2-s2.0-84863134499
| 0 | 8 |
46 | Microtremor measurements to detect zones of potential cracking in the Basin of México | 2ᵒ autor: Ovando E., Lermo J., Espinosa L. | 2010 | IAHS Publication | Scopus-id: 2-s2.0-79952689636
| 0 | 2 |
47 | MEXICO CITY: GEOTECHNICAL CONCERNS IN THE PRESERVATION OF MONUMENTS | 1ᵉʳ autor: Ovando-Shelley E., Oliveira, MOP, Villa E.S., Hernández V. | 2008 | INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE | WoS-id: 000261318400003 Scopus-id: 2-s2.0-84973636300
| 4 | 4 |
48 | The sinking of Mexico City: Its effects on soil properties and seismic response | 1ᵉʳ autor: Ovando-Shelley E., Ossa A., Romo M.P. | 2007 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | WoS-id: 000243796900005 Scopus-id: 2-s2.0-33845326074
| 64 | 76 |
49 | Geotechnical aspects of the January 2003 Tecomán, Mexico, earthquake | Coautor: Ovando-Shelley E., Wartman J., Rodriguez-Marek A., Macari E.J., et al. | 2005 | EARTHQUAKE SPECTRA | WoS-id: 000230960400011 Scopus-id: 2-s2.0-20544438130
| 4 | 6 |
50 | Underexcavation for leveling buildings in Mexico City: Case of the Metropolitan Cathedral and the Sagrario Church | 1ᵉʳ autor: Ovando-Shelley E., Santoyo E. | 2001 | Journal of Architectural Engineering | Scopus-id: 2-s2.0-0035450592
| 0 | 28 |
51 | The Oaxaca earthquake of 30 September 1999 (Mw = 7.5): A normal-faulting event in the subducted cocos plate | Coautor: Ovando E., Singh S.K., Ordaz M., Alcántara L., et al. | 2000 | Seismological Research Letters | Scopus-id: 2-s2.0-0002355307
| 0 | 53 |
52 | A preliminary report on the Tehuacán, México earthquake of June 15, 1999 (M w = 7.0) | Coautor: Ovando E., Singh S.K., Ordaz M., Pacheco J.F., et al. | 1999 | Seismological Research Letters | Scopus-id: 2-s2.0-0001112786
| 0 | 54 |
53 | P-Y curves for piles under seismic lateral loads | 2ᵒ autor y autor de correspondencia: Ovando-Shelley E., Romo M.P. | 1998 | Geotechnical And Geological Engineering | Scopus-id: 2-s2.0-0032311083
| 0 | 5 |
54 | Geometrical correction of Mexico City's Metropolitan Cathedral by means of underexcavation | 1ᵉʳ autor: Ovando Shelley E., Santoyo Villa E. | 1998 | Felsbau | Scopus-id: 2-s2.0-0032466563
| 0 | 0 |
55 | Geotechnical problems in Mexico City | 1ᵉʳ autor: Ovando Shelley E., Tamez E. | 1998 | Felsbau | Scopus-id: 2-s2.0-0032467694
| 0 | 0 |
56 | Undrained behaviour of clayey sands in load controlled triaxial tests | 1ᵉʳ autor: Ovando-Shelley E., Pérez B.E. | 1997 | Geotechnique | WoS-id: A1997WQ54100006 Scopus-id: 2-s2.0-0031106175
| 28 | 33 |
57 | An archaeological interpretation of geotechnical soundings under the Metropolitan Cathedral, Mexico City | 1ᵉʳ autor: Ovando-Shelley E., Manzanilla L. | 1997 | ARCHAEOMETRY | Scopus-id: 2-s2.0-0031543105
| 0 | 8 |
58 | Direct shear tests on Mexico City clay with reference to friction pile behaviour | 1ᵉʳ autor y autor de correspondencia: Ovando-Shelley E. | 1995 | Geotechnical And Geological Engineering | Scopus-id: 2-s2.0-0029416511
| 0 | 14 |
59 | Mexico earthquake of September 19, 1985 - deformability of Mexico City hard deposits under cyclic loading | 1ᵉʳ autor: Ovando-Shelley E., Mendoza M., Romo M.P. | 1988 | EARTHQUAKE SPECTRA | Scopus-id: 2-s2.0-0024106691
| 0 | 0 |