Year |
Citation |
Score |
2015 |
Chen JR, Kulhawy FH. Discussion of 'Interpretation of augered cast in place pile capacity using static loading tests' by A. W. Stuedlein∗, S. C. Reddy and T. M. Evans, The Journal of the Deep Foundation Institute, 8(1), 2014 Dfi Journal. 9: 74-76. DOI: 10.1179/1937525515Y.0000000007 |
0.627 |
|
2015 |
Kulhawy FH. Discussion of "Instrumented static load test on rock-socketed micropile" by Hoyoung Seo, Monica Prezzi, and Rodrigo Salgado Journal of Geotechnical and Geoenvironmental Engineering. 141. DOI: 10.1061/(Asce)Gt.1943-5606.0001263 |
0.406 |
|
2015 |
Kulhawy FH. Improving geotechnical uncertainty evaluation in reliability-based design Engineering Geology For Society and Territory - Volume 6: Applied Geology For Major Engineering Projects. 343-346. DOI: 10.1007/978-3-319-09060-3_58 |
0.339 |
|
2013 |
Marcos MCM, Chen YJ, Kulhawy FH. Evaluation of compression load test interpretation criteria for driven precast concrete pile capacity Ksce Journal of Civil Engineering. 17: 1008-1022. DOI: 10.1007/S12205-013-0262-8 |
0.457 |
|
2011 |
Chen YJ, Lin SW, Kulhawy FH. Evaluation of lateral interpretation criteria for rigid drilled shafts Canadian Geotechnical Journal. 48: 634-643. DOI: 10.1139/T10-094 |
0.434 |
|
2011 |
Akbas SO, Kulhawy FH. Reliability-based design of shallow foundations in cohesionless soils under compression loading: Serviceability limit state Geotechnical Special Publication. 616-623. DOI: 10.1061/41183(418)61 |
0.79 |
|
2011 |
Prakoso WA, Kulhawy FH. Some observations on reliability-based design of rock footings Geotechnical Special Publication. 600-607. DOI: 10.1061/41183(418)59 |
0.731 |
|
2011 |
Akbas SO, Kulhawy FH. Closure to "Axial compression of footings in cohesionless Soils. II: Bearing capacity" by Sami O. Akbas and Fred H. Kulhawy Journal of Geotechnical and Geoenvironmental Engineering. 137: 856-857. DOI: 10.1061/(Asce)Gt.1943-5606.0000516 |
0.753 |
|
2011 |
Prakoso WA, Kulhawy FH. Effects of Testing Conditions on Intact Rock Strength and Variability Geotechnical and Geological Engineering. 29: 101-111. DOI: 10.1007/S10706-010-9356-Y |
0.735 |
|
2011 |
Akbas SO, Kulhawy FH. Reliability-based design of shallow foundations in cohesionless soils under compression loading: Ultimate limit state Applications of Statistics and Probability in Civil Engineering -Proceedings of the 11th International Conference On Applications of Statistics and Probability in Civil Engineering. 1659-1665. |
0.779 |
|
2010 |
Kulhawy FH. Uncertainty, reliability, and foundation engineering: The 5th peter lumb lecture Hkie Transactions Hong Kong Institution of Engineers. 17: 19-24. DOI: 10.1080/1023697X.2010.10668200 |
0.375 |
|
2010 |
Akbas SO, Kulhawy FH. Model uncertainties in "terzaghi and peck" methods for estimating settlement of footings on sand Geotechnical Special Publication. 2093-2102. DOI: 10.1061/41095(365)212 |
0.719 |
|
2010 |
Akbas SO, Kulhawy FH. Closure to "Axial compression of footings in cohesionless soils. I: Load-settlement behavior" by Sami O. Akbas and Fred H. Kulhawy Journal of Geotechnical and Geoenvironmental Engineering. 137: 110. DOI: 10.1061/(Asce)Gt.1943-5606.0000429 |
0.771 |
|
2010 |
Wang Y, Au SK, Kulhawy FH. Expanded reliability-based design approach for drilled shafts Journal of Geotechnical and Geoenvironmental Engineering. 137: 140-149. DOI: 10.1061/(Asce)Gt.1943-5606.0000421 |
0.383 |
|
2010 |
Akbas SO, Kulhawy FH. Reliability-based design approach for differential settlement of footings on cohesionless soils Journal of Geotechnical and Geoenvironmental Engineering. 135: 1779-1788. DOI: 10.1061/(Asce)Gt.1943-5606.0000127 |
0.784 |
|
2010 |
Akbas SO, Kulhawy FH. Characterization and Estimation of Geotechnical Variability in Ankara Clay: A Case History Geotechnical and Geological Engineering. 28: 619-631. DOI: 10.1007/S10706-010-9320-X |
0.76 |
|
2009 |
Akbas SO, Kulhawy FH. Axial compression of footings in cohesionless soils. II: Bearing capacity Journal of Geotechnical and Geoenvironmental Engineering. 135: 1575-1582. DOI: 10.1061/(Asce)Gt.1943-5606.0000136 |
0.777 |
|
2009 |
Akbas SO, Kulhawy FH. Axial compression of footings in cohesionless soils. I: Load-settlement behavior Journal of Geotechnical and Geoenvironmental Engineering. 135: 1562-1574. DOI: 10.1061/(Asce)Gt.1943-5606.0000135 |
0.782 |
|
2009 |
Goh ATC, Phoon KK, Kulhawy FH. Reliability analysis of partial safety factor design method for cantilever retaining walls in granular soils Journal of Geotechnical and Geoenvironmental Engineering. 135: 616-622. DOI: 10.1061/(Asce)Gt.1943-5606.0000061 |
0.402 |
|
2009 |
Kulhawy FH, Chen JR. Identification and description of soils containing very coarse fractions Journal of Geotechnical and Geoenvironmental Engineering. 135: 635-646. DOI: 10.1061/(Asce)1090-0241(2009)135:5(635) |
0.336 |
|
2009 |
Won J, Kulhawy FH. Reduction of pile head displacement for restrained-head single pile Ksce Journal of Civil Engineering. 13: 143-152. DOI: 10.1007/S12205-009-0143-3 |
0.433 |
|
2008 |
Wang Y, Kulhawy FH. Economic design optimization of foundations Journal of Geotechnical and Geoenvironmental Engineering. 134: 1097-1105. DOI: 10.1061/(Asce)1090-0241(2008)134:8(1097) |
0.379 |
|
2008 |
Kulhawy FH, Chen J. Errata for “Axial Compression Behavior of Augered Cast-In-Place (ACIP) Piles in Cohesionless Soils” by Fred H. Kulhawy, Hon.M.ASCE and Jie-Ru Chen, in Advances in Designing and Testing Deep Foundations (GSP 129), Ed. C. Vipulanandan and F. C. Townsend, Jan 2005, 275–289. [Also in Advances in Deep Foundations (GSP 132), Ed. C. Vipulanandan and F. C. Townsend, Jan 2005 (on CD-ROM).] Journal of Geotechnical and Geoenvironmental Engineering. 134: 554-554. DOI: 10.1061/(Asce)1090-0241(2008)134:4(554) |
0.523 |
|
2008 |
Goh ATC, Kulhawy FH, Wong KS. Reliability assessment of Basal-Heave stability for braced excavations in clay Journal of Geotechnical and Geoenvironmental Engineering. 134: 145-153. DOI: 10.1061/(Asce)1090-0241(2008)134:2(145) |
0.393 |
|
2008 |
Wang Y, Kulhawy FH. Reliability index for serviceability limit state of building foundations Journal of Geotechnical and Geoenvironmental Engineering. 134: 1587-1594. DOI: 10.1061/(Asce)1090-0241(2008)134:11(1587) |
0.384 |
|
2008 |
Chen YJ, Chang HW, Kulhawy FH. Evaluation of uplift interpretation criteria for drilled shaft capacity Journal of Geotechnical and Geoenvironmental Engineering. 134: 1459-1468. DOI: 10.1061/(Asce)1090-0241(2008)134:10(1459) |
0.45 |
|
2008 |
Kulhawy FH, Prakoso WA. Issues in evaluating capacity of socketed rock foundations 12th International Conference On Computer Methods and Advances in Geomechanics 2008. 5: 3297-3298. |
0.694 |
|
2008 |
Kulhawy FH, Prakoso WA. Issues in evaluating capacity of rock socket foundations Geotechnical Engineering. 39: 51-62. |
0.71 |
|
2007 |
Kulhawy FH, Chen JR. Discussion of "drilled shaft side friction in gravelly soils" by Kyle M. Rollins, Robert J. Clayton, Rodney C. Mikesell, and Bradford C. Blaise Journal of Geotechnical and Geoenvironmental Engineering. 133: 1325-1328. DOI: 10.1061/(Asce)1090-0241(2007)133:10(1325) |
0.412 |
|
2006 |
Phoon KK, Kulhawy FH. Characterisation of model uncertainties for laterally loaded rigid drilled shafts Risk and Variability in Geotechnical Engineering: the Institution of Civil Engineers. 101-110. DOI: 10.1680/Geot.2005.55.1.45 |
0.448 |
|
2006 |
Kulhawy FH, Phoon KK, Prakoso WA, Hirany A. Reliability-based design of foundations for transmission line structures Electrical Transmission Line and Substation Structures: Structural Reliability in a Changing World - Proceedings of the 2006 Electrical Transmission Conference. 218: 184-194. DOI: 10.1061/40790(218)17 |
0.734 |
|
2004 |
Kulhawy FH, Phoon KK. Reliability-based design of drilled shafts under undrained lateral-moment loading Geotechnical Special Publication. 665-676. DOI: 10.1061/40744(154)53 |
0.478 |
|
2004 |
Prakoso WA, Kulhawy FH. Bearing capacity of strip footings on jointed rock masses Journal of Geotechnical and Geoenvironmental Engineering. 130: 1347-1349. DOI: 10.1061/(Asce)1090-0241(2004)130:12(1347) |
0.72 |
|
2004 |
Kulhawy FH. On the axial behavior of drilled foundations Geotechnical Special Publication. 34-51. |
0.312 |
|
2003 |
Goh ATC, Kulhawy FH. Neural network approach to model the limit state surface for reliability analysis Canadian Geotechnical Journal. 40: 1235-1244. DOI: 10.1139/T03-056 |
0.312 |
|
2003 |
Phoon KK, Kulhawy FH, Grigoriu MD. Multiple resistance factor design for shallow transmission line structure foundations Journal of Geotechnical and Geoenvironmental Engineering. 129: 807-818. DOI: 10.1061/(Asce)1090-0241(2003)129:9(807) |
0.399 |
|
2003 |
Phoon KK, Kulhawy FH, Grigoriu MD. Development of a reliability-based design framework for transmission line structure foundations Journal of Geotechnical and Geoenvironmental Engineering. 129: 798-806. DOI: 10.1061/(Asce)1090-0241(2003)129:9(798) |
0.385 |
|
2002 |
Prakoso WA, Kulhawy FH. Retaining structure effect on piled raft foundation performance Geotechnical Special Publication. 236-244. DOI: 10.1061/40601(256)17 |
0.741 |
|
2002 |
Prakoso WA, Kulhawy FH. Closure to "contribution to piled raft foundation design"by widjojo A. Prakoso and fred H. Kulhawy Journal of Geotechnical and Geoenvironmental Engineering. 128: 709. DOI: 10.1061/(Asce)1090-0241(2002)128:8(709) |
0.733 |
|
2002 |
Hirany A, Kulhawy FH. On the interpretation of drilled foundation load test results Geotechnical Special Publication. 1018-1028. |
0.311 |
|
2002 |
Chen JR, Kulhawy FH. Axial uplift behavior of pressure-injected footings in cohesionless soil Geotechnical Special Publication. 1275-1289. |
0.307 |
|
2002 |
Kulhawy FH, Trautmann CH, Hirany A. Overview of some EPRI research for transmission line structure foundations Electrical Transmission in a New Age. 282-291. |
0.321 |
|
2001 |
Prakoso WA, Kulhawy FH. Contribution to filed raft foudation design Journal of Geotechnical and Geoenvironmental Engineering. 127: 17-24. DOI: 10.1061/(Asce)1090-0241(2001)127:1(17) |
0.759 |
|
2001 |
Kulhawy FH, Prakoso WA. Foundations in carbonate rocks and karst Geotechnical Special Publication. 113: 1-15. |
0.701 |
|
2000 |
Phoon KK, Kulhawy FH, Grigoriu MD. Reliability-based design for transmission line structure foundations Computers and Geotechnics. 26: 169-185. DOI: 10.1016/S0266-352X(99)00037-3 |
0.413 |
|
2000 |
Clukey EC, Banon H, Kulhawy FH. Reliability assessment of deepwater suction caissons Proceedings of the Annual Offshore Technology Conference. 1: 777-785. |
0.348 |
|
1999 |
Phoon KK, Kulhawy FH. Evaluation of geotechnical property variability Canadian Geotechnical Journal. 36: 625-639. DOI: 10.1139/T99-039 |
0.416 |
|
1999 |
Phoon KK, Kulhawy FH. Characterization of geotechnical variability Canadian Geotechnical Journal. 36: 612-624. DOI: 10.1139/T99-038 |
0.328 |
|
1998 |
Vidich SD, Kulhawy FH, Trautmann CH. Laboratory Modeling of Inclined-Loaded Shafts in Sand Geotechnical Testing Journal. 21: 203-212. |
0.347 |
|
1997 |
Mayne PW, Kulhawy FH, Trautmann CH. Closure to “Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay” by Paul W. Mayne, Fred H. Kulhawy, and Charles H. Trautmann Journal of Geotechnical and Geoenvironmental Engineering. 123: 490-491. DOI: 10.1061/(Asce)1090-0241(1997)123:5(490) |
0.644 |
|
1996 |
Phoon KK, Kulhawy FH. Practical reliability-based design approach for foundation engineering Transportation Research Record. 94-99. DOI: 10.3141/1546-11 |
0.381 |
|
1996 |
McManus KJ, Kulhawy FH. Closure to “Cyclic Axial Loading of Drilled Shafts in Cohesive Soil” by Kevin J. McManus and Fred H. Kulhawy Journal of Geotechnical Engineering. 122: 257-258. DOI: 10.1061/(Asce)0733-9410(1996)122:3(257.2) |
0.388 |
|
1995 |
Mayne PW, Kulhawy FH, Trautmann CH. Laboratory modeling of laterally-loaded drilled shafts in clay Journal of Geotechnical Engineering. 121: 827-835. DOI: 10.1061/(Asce)0733-9410(1995)121:12(827) |
0.705 |
|
1995 |
Chen YJ, Kulhawy FH. Undrained strength interrelationships among CIUC, UU, and UC tests Journal of Geotechnical Engineering. 121: 98-99. DOI: 10.1061/(Asce)0733-9410(1993)119:11(1732) |
0.338 |
|
1994 |
Mayne PW, Kulhawy FH. The coefficient of earth pressure at rest: Discussion Canadian Geotechnical Journal. 31: 788-790. DOI: 10.1139/T94-090 |
0.582 |
|
1994 |
McManus KJ, Kulhawy FH. Cyclic axial loading of drilled shafts in cohesive soil Journal of Geotechnical Engineering. 120: 1481-1497. DOI: 10.1061/(Asce)0733-9410(1994)120:9(1481) |
0.451 |
|
1994 |
Mayne PW, Hover KC, Kulhawy FH. Microconcrete for model drilled shaft foundations Construction and Building Materials. 8: 127-135. DOI: 10.1016/S0950-0618(09)90022-8 |
0.65 |
|
1994 |
Turner JP, Kulhawy FH. Physical modeling of drilled shaft side resistance in sand Geotechnical Testing Journal. 17. |
0.302 |
|
1991 |
Grigoriu MD, Kulhawy FH, Birgisson B. Probabilistic estimation of the capacity of drilled shaft foundations Iee Conference Publication. 114-116. |
0.323 |
|
1990 |
Mayne PW, Kulhawy FH, Kay JN. Observations on the development of pore-water stresses during piezocone penetration in clays Canadian Geotechnical Journal. 27: 418-428. DOI: 10.1139/T90-058 |
0.602 |
|
1990 |
Turner JP, Kulhawy FH. Drained uplift capacity of drilled shafts under repeated axial loading Journal of Geotechnical Engineering. 116: 470-491. DOI: 10.1061/(Asce)0733-9410(1990)116:3(470) |
0.471 |
|
1988 |
Mayne PW, Kulhawy FH. Independence of geostatic stress from overconsolidation in some Beaufort Sea clays: Discussion Canadian Geotechnical Journal. 25: 617-621. DOI: 10.1139/T88-068 |
0.603 |
|
1988 |
Trautmann CH, Kulhawy FH. Uplift load-displacement behavior of spread foundations Journal of Geotechnical Engineering. 114: 168-184. DOI: 10.1061/(Asce)0733-9410(1988)114:2(168) |
0.483 |
|
1988 |
Trautmann H, O'Rourke TD, Kulhawy FH. Uplift force-displacement response of buried pipe Journal of Geotechnical Engineering. 114: 365-367. DOI: 10.1061/(Asce)0733-9410(1985)111:9(1061) |
0.637 |
|
1984 |
Nelson PP, O'Rourke TD, Kulhawy FH. CUTTER WEAR AND ITS INFLUENCE ON TUNNEL BORING MACHINE PERFORMANCE . 239-246. |
0.485 |
|
1983 |
Mayne PW, Kulhawy FH. K<inf>o</inf>-OCR relationships in soils Journal of Geotechnical Engineering. 109: 867-869. DOI: 10.1061/(Asce)0733-9410(1983)109:6(867) |
0.618 |
|
1983 |
Han TY, Perucchio RS, Huang YP, Kulhawy FH, Ingraffea AR. Example cost of 3-D FEM for underground openings Journal of Geotechnical Engineering. 109: 1496-1499. DOI: 10.1061/(Asce)0733-9410(1983)109:11(1496) |
0.495 |
|
1983 |
Kulhawy FH, Trautmann CH, Beech JF, O'Rourke TD, McGuire W. TRANSMISSION LINE STRUCTURE FOUNDATIONS FOR UPLIFT-COMPRESSION LOADING Electric Power Research Institute, (Report) Epri El. |
0.64 |
|
1983 |
Kulhawy FH, O'Rourke TD, Landers PG. GEOTECHNICAL PLANNING FOR TRANSMISSION STRUCTURES . 135-145. |
0.519 |
|
1981 |
Fitzpatrick L, Kulhawy FH, O'Rourke TD. Flow patterns around tunnels and their use in evaluating construction problems Soft-Ground Tunneling. 95-103. |
0.519 |
|
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