| Year |
Citation |
Score |
| 2020 |
Stark TD, Fernandez R. Fully softened shear strength measurement and correlations Geotechnical Testing Journal. 43: 20190124. DOI: 10.1520/Gtj20190124 |
0.363 |
|
| 2020 |
Stark TD, MacRobert CJ. Liquefied Strength Ratio with Stress Densification and Low Stresses Canadian Geotechnical Journal. DOI: 10.1139/Cgj-2018-0730 |
0.32 |
|
| 2020 |
Touqan M, Ahmed A, Naggar HE, Stark T. Static and cyclic characterization of fouled railroad sub-ballast layer behaviour Soil Dynamics and Earthquake Engineering. 137: 106293. DOI: 10.1016/J.Soildyn.2020.106293 |
0.311 |
|
| 2019 |
Jafari NH, Harris BD, Stark TD. Settlement of the Caminada Headlands Beach and Dune Nourishment in Coastal Louisiana Journal of Geotechnical and Geoenvironmental Engineering. 145: 5019013. DOI: 10.1061/(Asce)Gt.1943-5606.0002170 |
0.649 |
|
| 2019 |
Jafari NH, Cadigan JA, Stark TD, Woodward ML. Phreatic Surface Migration through an Unsaturated Levee Embankment Journal of Geotechnical and Geoenvironmental Engineering. 145: 5019010. DOI: 10.1061/(Asce)Gt.1943-5606.0002139 |
0.663 |
|
| 2018 |
Stark TD, Ricciardi PJ, Sisk RD. Case Study: Vertical Drain and Stability Analyses for a Compacted Embankment on Soft Soils Journal of Geotechnical and Geoenvironmental Engineering. 144: 5017007. DOI: 10.1061/(Asce)Gt.1943-5606.0001786 |
0.302 |
|
| 2018 |
Jafari NH, Harris BD, Stark TD. Geotechnical investigations at the caminada headlands beach and dune in coastal Louisiana Coastal Engineering. 142: 82-94. DOI: 10.1016/J.Coastaleng.2018.04.014 |
0.689 |
|
| 2017 |
Jafari NH, Stark TD, Thalhamer T. Spatial and temporal characteristics of elevated temperatures in municipal solid waste landfills. Waste Management (New York, N.Y.). PMID 29153341 DOI: 10.1016/j.wasman.2017.11.001 |
0.652 |
|
| 2017 |
Jafari NH, Stark TD, Thalhamer T. Spatial and temporal characteristics of elevated temperatures in municipal solid waste landfills. Waste Management (New York, N.Y.). 59: 286-301. PMID 27866996 DOI: 10.1016/J.Wasman.2016.10.052 |
0.689 |
|
| 2017 |
Stark TD, Santoyo RF. Soil/Geosynthetic Interface Strengths from Torsional Ring Shear Tests Geotechnical Special Publication. 260-268. DOI: 10.1061/9780784480472.028 |
0.306 |
|
| 2017 |
Jafari NH, Stark TD. Service Life and Design Implications of HDPE Geomembranes at Elevated Temperature Landfills Geotechnical Special Publication. 198-208. DOI: 10.1061/9780784480472.021 |
0.663 |
|
| 2017 |
Akhtar K, Stark TD. Importance of Side Resistance in a 3D Stability Analysis Geotechnical Special Publication. 285-293. DOI: 10.1061/9780784480458.028 |
0.702 |
|
| 2017 |
Stark TD, Jafari NH. Landfill Operational Techniques in the Presence of Elevated Temperatures Geotechnical Special Publication. 289-297. DOI: 10.1061/9780784480434.031 |
0.664 |
|
| 2017 |
Jafari NH, Stark TD, Thalhamer T. Progression of Elevated Temperatures in Municipal Solid Waste Landfills Journal of Geotechnical and Geoenvironmental Engineering. 143: 5017004. DOI: 10.1061/(Asce)Gt.1943-5606.0001683 |
0.674 |
|
| 2017 |
Stark TD, Jafari NH, Zhindon JSL, Baghdady A. Unsaturated and Transient Seepage Analysis of San Luis Dam Journal of Geotechnical and Geoenvironmental Engineering. 143: 4016093. DOI: 10.1061/(Asce)Gt.1943-5606.0001602 |
0.685 |
|
| 2017 |
Jafari NH, Stark TD. Field scale hydraulic conductivity and compressibility of organic clays Engineering Geology. 220: 52-64. DOI: 10.1016/J.Enggeo.2017.01.015 |
0.672 |
|
| 2016 |
Stark TD, Jafari NH. Uncertainty of Model Parameters in PSDDF for Coastal Restoration Geotechnical Special Publication. 492-500. DOI: 10.1061/9780784480168.049 |
0.644 |
|
| 2016 |
Jafari NH, Stark TD. Spatial Classification of Elevated Temperatures in MSW Landfills Geotechnical Special Publication. 285-296. DOI: 10.1061/9780784480144.028 |
0.67 |
|
| 2016 |
Jafari NH, Stark TD. Slope and Settlement Movements of an MSW Landfill during Elevated Temperatures Geotechnical Special Publication. 275-284. DOI: 10.1061/9780784480144.027 |
0.678 |
|
| 2016 |
Jafari NH, Stark TD. Progression of Elevated Temperatures in MSW Landfills Geotechnical Special Publication. 232-243. DOI: 10.1061/9780784480144.023 |
0.679 |
|
| 2015 |
Jafari NH, Stark TD, Leopold AL, Merry SM. Three-dimensional levee and floodwall underseepage Canadian Geotechnical Journal. 53: 72-84. DOI: 10.1139/Cgj-2014-0343 |
0.68 |
|
| 2015 |
Stark TD, Jafari NH. Ruling on IHNC Floodwall Failures during Hurricane Katrina Journal of Legal Affairs and Dispute Resolution in Engineering and Construction. 7: 6715001. DOI: 10.1061/(Asce)La.1943-4170.0000167 |
0.646 |
|
| 2015 |
Stark TD, Niazi FS, Keuscher TC. Strength Envelopes from Single and Multi Geosynthetic Interface Tests Geotechnical and Geological Engineering. 33: 1351-1367. DOI: 10.1007/S10706-015-9906-4 |
0.312 |
|
| 2014 |
Stark TD, Jafari NH, Leopold AL, Brandon TL. Soil Compressibility in Transient Unsaturated Seepage Analyses Canadian Geotechnical Journal. 51: 858-868. DOI: 10.1139/Cgj-2013-0255 |
0.661 |
|
| 2014 |
Jafari NH, Stark TD, Roper R. Classification and Reactivity of Secondary Aluminum Production Waste Journal of Hazardous, Toxic, and Radioactive Waste. 18: 4014018-4014018. DOI: 10.1061/(Asce)Hz.2153-5515.0000223 |
0.683 |
|
| 2014 |
Jafari NH, Stark TD, Rowe RK. Service life of HDPE geomembranes subjected to elevated temperatures Journal of Hazardous, Toxic, and Radioactive Waste. 18: 16-26. DOI: 10.1061/(Asce)Hz.2153-5515.0000188 |
0.678 |
|
| 2014 |
Gamez JA, Stark TD. Fully Softened Shear Strength at Low Stresses for Levee and Embankment Design Journal of Geotechnical and Geoenvironmental Engineering. 140: 6014010. DOI: 10.1061/(Asce)Gt.1943-5606.0001151 |
0.326 |
|
| 2013 |
Lee D, Park S, Stark TD, Kim Y, Choi H. Case Studies of PSDDF for Phased Placement of Dredged Soils Marine Georesources & Geotechnology. 31: 348-359. DOI: 10.1080/1064119X.2012.680680 |
0.314 |
|
| 2013 |
Martin JW, Stark TD, Thalhamer T, Gerbasi-Graf GT, Gortner RE. Detection of Aluminum Waste Reactions and Waste Fires Journal of Hazardous, Toxic, and Radioactive Waste. 17: 164-174. DOI: 10.1061/(Asce)Hz.2153-5515.0000171 |
0.3 |
|
| 2013 |
Stark TD, Hussain M. Empirical Correlations: Drained Shear Strength for Slope Stability Analyses Journal of Geotechnical and Geoenvironmental Engineering. 139: 853-862. DOI: 10.1061/(Asce)Gt.1943-5606.0000824 |
0.625 |
|
| 2013 |
Walberg FC, Stark TD, Nicholson PJ, Castro G, Byrne PM, Axtell PJ, Dillon JC, Empson WB, Topi JE, Mathews DL, Bellew GM. Seismic retrofit of Tuttle Creek Dam Journal of Geotechnical and Geoenvironmental Engineering. 139: 975-986. DOI: 10.1061/(Asce)Gt.1943-5606.0000818 |
0.314 |
|
| 2012 |
Stark TD, Beaty MH, Byrne PM, Castro G, Walberg FC, Perlea VG, Axtell PJ, Dillon JC, Empson WB, Mathews DL. Seismic deformation analysis of Tuttle Creek Dam Canadian Geotechnical Journal. 49: 323-343. DOI: 10.1139/T11-107 |
0.314 |
|
| 2012 |
Stark TD, Martin JW, Gerbasi GT, Thalhamer T, Gortner RE. Aluminum waste reaction indicators in a municipal solid waste landfill Journal of Geotechnical and Geoenvironmental Engineering. 138: 252-261. DOI: 10.1061/(Asce)Gt.1943-5606.0000581 |
0.312 |
|
| 2012 |
Stark TD, Choi H, Lee C, Queen B. Compacted Soil Liner Interface Strength Importance Journal of Geotechnical and Geoenvironmental Engineering. 138: 544-550. DOI: 10.1061/(Asce)Gt.1943-5606.0000556 |
0.332 |
|
| 2011 |
Choi H, Kwak T, Lee C, Lee D, Stark TD. Analysis Method for Non-Linear Finite Strain Consolidation for Soft Dredged Soil Deposit - Part II: Analysis Method and Craney Island Case Study Journal of the Korean Geotechnical Society. 27: 5-15. DOI: 10.7843/Kgs.2011.27.11.005 |
0.302 |
|
| 2011 |
Stark TD, Hussain M. Closure to “Shear Strength in Preexisting Landslides” by Timothy D. Stark and Manzoor Hussain Journal of Geotechnical and Geoenvironmental Engineering. 137: 811-812. DOI: 10.1061/(Asce)Gt.1943-5606.0000520 |
0.642 |
|
| 2011 |
Stark TD, Newman EJ, de la Peña G, Hillebrandt DH. Fill Placement on Slopes Underlain by Franciscan Mélange Journal of Geotechnical and Geoenvironmental Engineering. 137: 263-272. DOI: 10.1061/(Asce)Gt.1943-5606.0000394 |
0.319 |
|
| 2010 |
Stark T, Newman E. Design of a landfill final cover system Geosynthetics International. 17: 124-131. DOI: 10.1680/Gein.2010.17.3.124 |
0.308 |
|
| 2010 |
Stark TD, Hussain M. Shear Strength in Preexisting Landslides Journal of Geotechnical and Geoenvironmental Engineering. 136: 957-962. DOI: 10.1061/(Asce)Gt.1943-5606.0000308 |
0.632 |
|
| 2009 |
Stark TD, Axtell PJ, Lewis JR, Dillon JC, Empson WB, Topi JE, Walberg FC. Soil Inclusions in Jet Grout Columns Dfi Journal: the Journal of the Deep Foundations Institute. 3: 33-44. DOI: 10.1179/Dfi.2009.004 |
0.312 |
|
| 2009 |
Amaya PJ, Massey-Norton JT, Stark TD. Evaluation of Seepage from an Embankment Dam Retaining Fly Ash Journal of Performance of Constructed Facilities. 23: 406-414. DOI: 10.1061/(Asce)0887-3828(2009)23:6(406) |
0.302 |
|
| 2009 |
Stark TD, Choi H, Lee C. Case Study of Undrained Strength Stability Analysis for Dredged Material Placement Areas Journal of Waterway Port Coastal and Ocean Engineering-Asce. 135: 91-99. DOI: 10.1061/(Asce)0733-950X(2009)135:3(91) |
0.33 |
|
| 2009 |
Stark TD, Huvaj-Sarihan N, Li G. Shear strength of municipal solid waste for stability analyses Environmental Geology. 57: 1911-1923. DOI: 10.1007/S00254-008-1480-0 |
0.371 |
|
| 2008 |
Stark TD, Newman EJ, Aust RL. Back-analysis of a PVC geomembrane-lined pond failure Geosynthetics International. 15: 258-268. DOI: 10.1680/Gein.2008.15.4.258 |
0.316 |
|
| 2008 |
Axtell PJ, Stark TD. Increase in Shear Modulus by Soil Mix and Jet Grout Methods Dfi Journal: the Journal of the Deep Foundations Institute. 2: 11-21. DOI: 10.1179/Dfi.2008.002 |
0.324 |
|
| 2006 |
Amaya P, Queen B, Stark TD, Choi H. Case history of liner veneer instability Geosynthetics International. 13: 36-46. DOI: 10.1680/Gein.2006.13.1.36 |
0.354 |
|
| 2005 |
Stark TD, Choi H, McCone S. Drained Shear Strength Parameters for Analysis of Landslides Journal of Geotechnical and Geoenvironmental Engineering. 131: 575-588. DOI: 10.1061/(Asce)1090-0241(2005)131:5(575) |
0.367 |
|
| 2005 |
Stark TD, Choi H, Schroeder PR. Settlement of dredged and contaminated material placement areas. II: Primary Consolidation, Secondary Compression, and Desiccation of dredged fill input parameters Journal of Waterway Port Coastal and Ocean Engineering-Asce. 131: 52-61. DOI: 10.1061/(Asce)0733-950X(2005)131:2(52) |
0.302 |
|
| 2004 |
Stark TD, Choi H. Peak versus residual interface strengths for landfill liner and cover design Geosynthetics International. 11: 491-498. DOI: 10.1680/Gein.2004.11.6.491 |
0.313 |
|
| 2004 |
Fox PJ, Stark TD. State-of-the-art report: GCL shear strength and its measurement Geosynthetics International. 11: 141-175. DOI: 10.1680/Gein.11.3.117.44484 |
0.328 |
|
| 2003 |
Thomas RW, Stark TD, Choi H. Air channel testing of thermally bonded PVC geomembrane seams Geosynthetics International. 10: 56-69. DOI: 10.1680/Gein.2003.10.2.56 |
0.311 |
|
| 2003 |
Olson SM, Stark TD. Use of laboratory data to confirm yield and liquefied strength ratio concepts Canadian Geotechnical Journal. 40: 1164-1184. DOI: 10.1139/T03-058 |
0.325 |
|
| 2003 |
Olson SM, Stark TD. Yield strength ratio and liquefaction analysis of slopes and embankments Journal of Geotechnical and Geoenvironmental Engineering. 129: 727-737. DOI: 10.1061/(Asce)1090-0241(2003)129:8(727) |
0.324 |
|
| 2002 |
Olson SM, Stark TD. Liquefied strength ratio from liquefaction flow failure case histories Canadian Geotechnical Journal. 39: 629-647. DOI: 10.1139/T02-001 |
0.328 |
|
| 2001 |
Hillman RP, Stark TD. Shear Strength Characteristics of PVC Geomembrane-Geosynthetic Interfaces Geosynthetics International. 8: 135-162. DOI: 10.1680/Gein.8.0190 |
0.318 |
|
| 2001 |
Eid HT, Stark TD, Evans WD, Sherry PE. Closure to “Municipal Solid Waste Slope Failure. I: Waste and Foundation Soil Properties” by Hisham T. Eid, Timothy D. Stark, W. Douglas Evans, and Paul E. Sherry Journal of Geotechnical and Geoenvironmental Engineering. 127: 813-815. DOI: 10.1061/(Asce)1090-0241(2001)127:9(813) |
0.312 |
|
| 2000 |
Stark TD, Eid HT, Evans WD, Sherry PE. Municipal solid waste slope failure. II: Stability analyses Journal of Geotechnical and Geoenvironmental Engineering. 126: 408-419. DOI: 10.1061/(Asce)1090-0241(2000)126:5(408) |
0.357 |
|
| 2000 |
Eid HT, Stark TD, Evans WD, Sherry PE. Municipal solid waste slope failure. I: Waste and foundation soil properties Journal of Geotechnical and Geoenvironmental Engineering. 126: 397-407. DOI: 10.1061/(Asce)1090-0241(2000)126:5(397) |
0.353 |
|
| 2000 |
Olson SM, Stark TD, Walton WH, Castro G. 1907 static liquefaction flow failure of the North Dike of Wachusett Dam Journal of Geotechnical and Geoenvironmental Engineering. 126: 1184-1193. DOI: 10.1061/(Asce)1090-0241(2000)126:12(1184) |
0.304 |
|
| 1999 |
Tang WH, Stark TD, Angulo M. Reliability in back analysis of slope failures Soils and Foundations. 39: 73-80. DOI: 10.3208/Sandf.39.5_73 |
0.333 |
|
| 1998 |
Long JH, Olson SM, Stark TD, Samara EA. Differential Movement At Embankment-Bridge Structure Interface In Illinois Transportation Research Record. 1633: 53-60. DOI: 10.3141/1633-07 |
0.318 |
|
| 1998 |
Stark TD, Arellano D, Evans WD, Wilson VL, Gonda JM. Unreinforced geosynthetic clay liner case history Geosynthetics International. 5: 521-544. DOI: 10.1680/Gein.5.0135 |
0.346 |
|
| 1998 |
Stark TD, Contreras IA. Fourth Avenue Landslide During 1964 Alaskan Earthquake Journal of Geotechnical and Geoenvironmental Engineering. 124: 99-109. DOI: 10.1061/(Asce)1090-0241(1998)124:2(99) |
0.328 |
|
| 1998 |
Stark TD, Eid HT. Performance of three-dimensional slope stability methods in practice Journal of Geotechnical and Geoenvironmental Engineering. 124: 1049-1060. DOI: 10.1061/(Asce)1090-0241(1998)124:11(1049) |
0.335 |
|
| 1997 |
Eid HT, Stark TD. Shear Behavior of an Unreinforced Geosynthetic Clay Liner Geosynthetics International. 4: 645-659. DOI: 10.1680/Gein.4.0109 |
0.325 |
|
| 1997 |
Stark TD, Eid HT. Slope Stability Analyses in Stiff Fissured Clays Journal of Geotechnical and Geoenvironmental Engineering. 123: 335-343. DOI: 10.1061/(Asce)1090-0241(1997)123:4(335) |
0.35 |
|
| 1996 |
Stark TD, Eid HT. Shear Behavior of Reinforced Geosynthetic Clay Liners Geosynthetics International. 3: 771-786. DOI: 10.1680/Gein.3.0084 |
0.314 |
|
| 1996 |
Stark TD, Contreras IA. Constant volume ring shear apparatus Geotechnical Testing Journal. 19: 3-11. DOI: 10.1520/Gtj11402J |
0.327 |
|
| 1996 |
Stark TD, Williamson TA, Eid HT. HDPE Geomembrane/Geotextile Interface Shear Strength Journal of Geotechnical Engineering. 122: 197-203. DOI: 10.1061/(Asce)0733-9410(1996)122:3(197) |
0.307 |
|
| 1994 |
Stark TD, Eid HT. Drained residual strength of cohesive soils Journal of Geotechnical Engineering. 120: 856-871. DOI: 10.1061/(Asce)0733-9410(1994)120:5(856) |
0.333 |
|
| 1994 |
Stark TD, Poeppel AR. Landfill Liner Interface Strengths From Torsional-Ring-Shear Tests Journal of Geotechnical Engineering. 120: 597-615. DOI: 10.1061/(Asce)0733-9410(1994)120:3(597) |
0.341 |
|
| 1994 |
Stark TD, Ebeling RM, Vettel JJ. Hyperbolic stress-strain parameters for silts Journal of Geotechnical Engineering. 120: 420-441. DOI: 10.1061/(Asce)0733-9410(1994)120:2(420) |
0.314 |
|
| 1993 |
Stark T, Eid H. Modified Bromhead Ring Shear Apparatus Geotechnical Testing Journal. 16: 100-107. DOI: 10.1520/Gtj10272J |
0.34 |
|
| 1992 |
Stark TD, Vettel JJ. Bromhead Ring Shear Test Procedure Geotechnical Testing Journal. 15: 24-32. DOI: 10.1520/Gtj10221J |
0.31 |
|
| 1992 |
Stark TD, Mesri G. Undrained shear strength of liquefied sands for stability analysis Journal of Geotechnical Engineering. 118: 1727-1747. DOI: 10.1061/(Asce)0733-9410(1992)118:11(1727) |
0.33 |
|
| 1991 |
Stark TD, Duncan JM. Mechanisms of strength loss in stiff clays Journal of Geotechnical Engineering. 117: 139-154. DOI: 10.1061/(Asce)0733-9410(1991)117:1(139) |
0.319 |
|
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