| Year |
Citation |
Score |
| 2023 |
Krishnan V, Khodadadi Tirkolaei H, Kavazanjian E. An Improved Method for Determining Urease Activity from Electrical Conductivity Measurements. Acs Omega. 8: 13791-13798. PMID 37091411 DOI: 10.1021/acsomega.2c08152 |
0.587 |
|
| 2020 |
Yang Y, Kavazanjian E. Newmark Analysis of Lateral Spreading Induced by Liquefaction Journal of Earthquake Engineering. 1-20. DOI: 10.1080/13632469.2020.1784316 |
0.429 |
|
| 2020 |
Martin KK, Khodadadi TH, Kavazanjian E. Enzyme-Induced Carbonate Precipitation: Scale-Up of Bio-Cemented Soil Columns Geotechnical Special Publication. 96-103. DOI: 10.1061/9780784482834.011 |
0.424 |
|
| 2020 |
Lo CY, Tirkolaei HK, Hua M, Rosa IMD, Carlson L, Kavazanjian E, He X. Durable and ductile double-network material for dust control Geoderma. 361: 114090. DOI: 10.1016/J.Geoderma.2019.114090 |
0.458 |
|
| 2019 |
Almajed A, Tirkolaei HK, Kavazanjian E, Hamdan N. Enzyme Induced Biocementated Sand with High Strength at Low Carbonate Content. Scientific Reports. 9: 1135. PMID 30718723 DOI: 10.1038/S41598-018-38361-1 |
0.433 |
|
| 2019 |
O’Donnell ST, Hall CA, Kavazanjian E, Rittmann BE. Biogeochemical Model for Soil Improvement by Denitrification Journal of Geotechnical and Geoenvironmental Engineering. 145: 04019091. DOI: 10.1061/(Asce)Gt.1943-5606.0002126 |
0.309 |
|
| 2018 |
Pasillas JN, Khodadadi H, Martin K, Bandini P, Newtson CM, Kavazanjian E. Viscosity-Enhanced EICP Treatment of Soil Geotechnical Special Publication. 145-154. DOI: 10.1061/9780784481592.015 |
0.419 |
|
| 2018 |
Javadi N, Khodadadi H, Hamdan N, Kavazanjian E. EICP Treatment of Soil by Using Urease Enzyme Extracted from Watermelon Seeds Geotechnical Special Publication. 115-124. DOI: 10.1061/9780784481592.012 |
0.321 |
|
| 2018 |
Almajed A, Khodadadi H, Kavazanjian E. Sisal Fiber Reinforcement of EICP-Treated Soil Geotechnical Special Publication. 29-36. DOI: 10.1061/9780784481592.004 |
0.39 |
|
| 2018 |
Kavazanjian E, Wu X, Arab M, Matasovic N. Development of a numerical model for performance-based design of geosynthetic liner systems Geotextiles and Geomembranes. 46: 166-182. DOI: 10.1016/J.Geotexmem.2017.11.005 |
0.567 |
|
| 2017 |
Kavazanjian E, Gutierrez A. Large scale centrifuge test of a geomembrane-lined landfill subject to waste settlement and seismic loading. Waste Management (New York, N.Y.). PMID 28153409 DOI: 10.1016/J.Wasman.2017.01.029 |
0.337 |
|
| 2017 |
Kavazanjian E, Almajed A, Hamdan N. Bio-Inspired Soil Improvement Using EICP Soil Columns and Soil Nails Geotechnical Special Publication. 13-22. DOI: 10.1061/9780784480793.002 |
0.342 |
|
| 2017 |
Khodadadi TH, Kavazanjian E, Bilsel H. Mineralogy of Calcium Carbonate in MICP-Treated Soil Using Soaking and Injection Treatment Methods Geotechnical Special Publication. 195-201. DOI: 10.1061/9780784480441.021 |
0.413 |
|
| 2017 |
O’Donnell ST, Rittmann BE, Kavazanjian E. MIDP: Liquefaction Mitigation via Microbial Denitrification as a Two-Stage Process. I: Desaturation Journal of Geotechnical and Geoenvironmental Engineering. 143: 04017094. DOI: 10.1061/(Asce)Gt.1943-5606.0001818 |
0.338 |
|
| 2016 |
Zhao Z, Hamdan N, Shen L, Nan H, Almajed A, Kavazanjian E, He X. Biomimetic hydrogel composites for soil stabilization and contaminant mitigation. Environmental Science & Technology. PMID 27762537 DOI: 10.1021/Acs.Est.6B01285 |
0.381 |
|
| 2016 |
Hamdan N, Kavazanjian E. Enzyme-induced carbonate mineral precipitation for fugitive dust control Geotechnique. 66: 546-555. DOI: 10.1680/Jgeot.15.P.168 |
0.347 |
|
| 2016 |
Hamdan N, Kavazanjian E, Rittmann BE, Karatas I. Carbonate Mineral Precipitation for Soil Improvement Through Microbial Denitrification Geomicrobiology Journal. 1-8. DOI: 10.1080/01490451.2016.1154117 |
0.364 |
|
| 2016 |
Hamdan N, Zhao Z, Mujica M, Kavazanjian E, He X. Hydrogel-assisted enzyme-induced carbonate mineral precipitation Journal of Materials in Civil Engineering. 28. DOI: 10.1061/(Asce)Mt.1943-5533.0001604 |
0.367 |
|
| 2016 |
Lin H, Suleiman MT, Jabbour HM, Brown DG, Kavazanjian E. Enhancing the axial compression response of pervious concrete ground improvement piles using biogrouting Journal of Geotechnical and Geoenvironmental Engineering. 142. DOI: 10.1061/(Asce)Gt.1943-5606.0001515 |
0.395 |
|
| 2016 |
Lin H, Suleiman MT, Brown DG, Kavazanjian E. Mechanical behavior of sands treated by microbially induced carbonate precipitation Journal of Geotechnical and Geoenvironmental Engineering. 142. DOI: 10.1061/(Asce)Gt.1943-5606.0001383 |
0.331 |
|
| 2015 |
O'Donnell ST, Kavazanjian E. Stiffness and dilatancy improvements in uncemented sands treated through MICP Journal of Geotechnical and Geoenvironmental Engineering. 141. DOI: 10.1061/(Asce)Gt.1943-5606.0001407 |
0.384 |
|
| 2014 |
Kavazanjian E, Arab M, Matasovic N. Performance Based Design for Seismic Design of Geosynthetics-Lined Waste Containment Systems Geotechnical, Geological and Earthquake Engineering. 28: 363-385. DOI: 10.1007/978-3-319-03182-8_13 |
0.538 |
|
| 2013 |
Dejong JT, Soga K, Kavazanjian E, Burns S, Van Paassen LA, AL Qabany A, Aydilek A, Bang SS, Burbank M, Caslake LF, Chen CY, Cheng X, Chu J, Ciurli S, Esnault-Filet A, et al. Biogeochemical processes and geotechnical applications: Progress, opportunities and challenges Geotechnique. 63: 287-301. DOI: 10.1680/Geot.Sip13.P.017 |
0.355 |
|
| 2011 |
Yuan P, Kavazanjian E, Chen W, Seo B. Compositional effects on the dynamic properties of municipal solid waste. Waste Management (New York, N.Y.). 31: 2380-90. PMID 21831625 DOI: 10.1016/J.Wasman.2011.07.009 |
0.303 |
|
| 2010 |
Arab MG, Kavazanjian E. Time-domain analysis of frictional base isolation using geosynthetics 9th International Conference On Geosynthetics - Geosynthetics: Advanced Solutions For a Challenging World, Icg 2010. 695-698. |
0.519 |
|
| 2008 |
Miao L, Wang X, Kavazanjian E. Consolidation of a double-layered compressible foundation partially penetrated by deep mixed columns Journal of Geotechnical and Geoenvironmental Engineering. 134: 1210-1214. DOI: 10.1061/(Asce)1090-0241(2008)134:8(1210) |
0.316 |
|
| 2007 |
Miao L, Kavazanjian E. Secondary compression features of Jiangsu soft marine clay Marine Georesources and Geotechnology. 25: 129-144. DOI: 10.1080/10641190701380258 |
0.326 |
|
| 2006 |
Matasovic N, Kavazanjian E. Seismic response of a composite landfill cover Journal of Geotechnical and Geoenvironmental Engineering. 132: 448-455. DOI: 10.1061/(Asce)1090-0241(2006)132:4(448) |
0.339 |
|
| 2006 |
Matasovic N, Kavazanjian E, De A, Dunn J. CPT-based seismic stability assessment of a hazardous waste site Soil Dynamics and Earthquake Engineering. 26: 201-208. DOI: 10.1016/J.Soildyn.2005.02.014 |
0.342 |
|
| 2001 |
Zornberg JG, Kavazanjian E. Prediction of the performance of a geogrid-reinforced slope founded on solid waste Soils and Foundations. 41: 1-16. DOI: 10.3208/Sandf.41.6_1 |
0.586 |
|
| 1998 |
Matasovic N, Kavazanjian E, Giroud JP. Newmark seismic deformation analysis for geosynthetic covers Geosynthetics International. 5: 237-264. DOI: 10.1680/Gein.5.0120 |
0.338 |
|
| 1998 |
Matasovic N, Kavazanjian E, Anderson RL. Performance of solid waste landfills in earthquakes Earthquake Spectra. 14: 319-334. DOI: 10.1193/1.1586003 |
0.305 |
|
| 1998 |
Matasović N, Kavazanjian E. Cyclic characterization of OII landfill solid waste Journal of Geotechnical and Geoenvironmental Engineering. 124: 197-210. DOI: 10.1061/(Asce)1090-0241(1998)124:3(197) |
0.338 |
|
| 1990 |
Borja RI, Hsieh HS, Kavazanjian E. Double-yield-surface model. Ii: Implementation and verification Journal of Geotechnical Engineering. 116: 1402-1421. DOI: 10.1061/(Asce)0733-9410(1990)116:9(1402) |
0.624 |
|
| 1990 |
Hsieh HS, Kavazanjian E, Borja RI. Double-yield-surface Cam-clay plasticity model. I: Theory Journal of Geotechnical Engineering. 116: 1381-1401. DOI: 10.1061/(Asce)0733-9410(1990)116:9(1381) |
0.581 |
|
| 1990 |
Ho CL, Kavazanjian E. Reduction factor for liquefaction potential analysis Soil Dynamics and Earthquake Engineering. 9: 313-322. DOI: 10.1016/S0267-7261(05)80017-X |
0.326 |
|
| 1988 |
Drnevich V, Ho C, Sarmiento J, Kavazanjian E. Stabilization of Liquefiable Samples During Transport Geotechnical Testing Journal. 11: 72. DOI: 10.1520/Gtj10649J |
0.349 |
|
| 1985 |
Borja RI, Kavazanjian E. A constitutive model for the stress–strain–time behaviour of ‘wet’ clays GéOtechnique. 35: 283-298. DOI: 10.1680/Geot.1985.35.3.283 |
0.339 |
|
| 1985 |
Hadj-Hamou T, Kavazanjian E. Seismic stability of gentle infinite slopes Journal of Geotechnical Engineering. 111: 681-697. DOI: 10.1061/(Asce)0733-9410(1985)111:6(681) |
0.3 |
|
| 1985 |
Kavazanjian E, Roth RA, Echezuria H. Liquefaction potential mapping for San Francisco Journal of Geotechnical Engineering. 111: 54-76. DOI: 10.1061/(Asce)0733-9410(1985)111:1(54) |
0.373 |
|
| 1984 |
Roth RA, Kavazanjian E. Liquefaction Susceptibility Mapping for San Francisco, California Environmental & Engineering Geoscience. 21: 459-478. DOI: 10.2113/Gseegeosci.Xxi.4.459 |
0.348 |
|
| 1984 |
Kavazanjian E, Mitchell JK. Time dependence of lateral earth pressure Journal of Geotechnical Engineering. 110: 530-533. DOI: 10.1061/(Asce)0733-9410(1984)110:4(530) |
0.533 |
|
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