| Year |
Citation |
Score |
| 2006 |
Wang D, Hadavi A, Krizek RJ. Chinese construction firms in reform Construction Management and Economics. 24: 509-519. DOI: 10.1080/01446190600704810 |
0.462 |
|
| 2006 |
Schwarz LG, Krizek RJ. Hydrocarbon residuals and containment in microfine cement grouted sand Journal of Materials in Civil Engineering. 18: 214-228. DOI: 10.1061/(Asce)0899-1561(2006)18:2(214) |
0.412 |
|
| 2000 |
Krizek RJ. Geotechnics of high water content materials Astm Special Technical Publication. 3-28. DOI: 10.1520/Stp14356S |
0.404 |
|
| 2000 |
Schwarz LG, Krizek RJ. Evolving morphology of early age microfine cement grout Proceedings of Sessions of Geo-Denver 2000 - Advances in Grouting and Ground Modification, Gsp 104. 292: 181-295. DOI: 10.1061/40516(292)13 |
0.379 |
|
| 2000 |
Krizek RJ, Spino MJ. Spatial and directional variations in engineering properties of an in situ silicate-grouted sand Proceedings of Sessions of Geo-Denver 2000 - Advances in Grouting and Ground Modification, Gsp 104. 292: 139-154. DOI: 10.1061/40516(292)10 |
0.364 |
|
| 1999 |
Sobhan K, Krizek RJ. Fatigue behavior of fiber-reinforced recycled aggregate base course Journal of Materials in Civil Engineering. 11: 124-130. DOI: 10.1061/(Asce)0899-1561(1999)11:2(124) |
0.329 |
|
| 1995 |
Kleyner I, Krizek RJ. Mathematical model for bore-injected cement grout installations Journal of Geotechnical Engineering. 121: 782-788. DOI: 10.1061/(Asce)0733-9410(1995)121:11(782) |
0.371 |
|
| 1993 |
Baker DW, Chawla KS, Krizek RJ. Compaction fabrics of pelites: experimental consolidation of kaolinite and implications for analysis of strain in slate Journal of Structural Geology. 15: 1123-1137. DOI: 10.1016/0191-8141(93)90159-8 |
0.364 |
|
| 1989 |
Christopher BR, Atmatzidis DK, Krizek RJ. Laboratory Testing Of Chemically Grouted Sand Geotechnical Testing Journal. 12: 109-118. DOI: 10.1520/Gtj10685J |
0.44 |
|
| 1989 |
Zebovitz S, Krizek RJ, Atmatzidis DK. Injection of fine sands with very fine cement grout Journal of Geotechnical Engineering. 115: 1717-1733. DOI: 10.1061/(Asce)0733-9410(1989)115:12(1717) |
0.399 |
|
| 1988 |
Huerta A, Kriegsman GA, Krizek RJ. Permeability and compressibility of slurries from seepage-induced consolidation Journal of Geotechnical Engineering. 114: 614-627. DOI: 10.1061/(Asce)0733-9410(1988)114:5(614) |
0.388 |
|
| 1987 |
Ansal AM, Ansal HK, Krizek RJ. Modelling cyclic elastic behaviour of sands Soil Dynamics and Earthquake Engineering. 6: 90-99. DOI: 10.1016/0267-7261(87)90018-2 |
0.389 |
|
| 1986 |
Vipulanandan C, Krizek RJ. Mechanical behavior of chemically grouted sand Journal of Geotechnical Engineering. 112: 869-887. DOI: 10.1061/(Asce)0733-9410(1986)112:9(869) |
0.376 |
|
| 1985 |
Drnevich V, Krizek R, Vipulanandan C. Evaluation of Adhesion in Chemically Grouted Geomaterials Geotechnical Testing Journal. 8: 184. DOI: 10.1520/Gtj10536J |
0.343 |
|
| 1985 |
Krizek RJ, Perez T. Chemical grouting in soils permeated by water Journal of Geotechnical Engineering. 111: 898-915. DOI: 10.1061/(Asce)0733-9410(1985)111:7(898) |
0.431 |
|
| 1985 |
Bažant ZP, Krizek RJ, Shieh CL. Hysteretic endochronic theory for sand Journal of Engineering Mechanics. 111: 106-108. DOI: 10.1061/(Asce)0733-9399(1983)109:4(1073) |
0.405 |
|
| 1981 |
Casteleiro M, Krizek RJ, Edil TB. Mathematical model for one‐dimensional desiccation and consolidation of sedimented soils International Journal For Numerical and Analytical Methods in Geomechanics. 5: 195-215. DOI: 10.1002/Nag.1610050207 |
0.312 |
|
| 1979 |
Diefenthal DC, Borden RH, Baker WH, Krizek RJ. STRENGTH AND STIFFNESS OF SILICATE GROUTED SAND WITH DIFFERENT STRESS HISTORIES Geotechnical Testing Journal. 2: 200-205. DOI: 10.1520/Gtj10458J |
0.673 |
|
| 1979 |
Krizek RJ, Borden RH, Socias EJ. Model study of hydrodynamic dispersion in jointed rock In: Iii World Congress On Water Resources,. 6. |
0.593 |
|
| 1978 |
Krizek RJ. FABRIC EFFECTS ON STRENGTH AND DEFORMATION OF KAOLIN CLAY . 169-176. |
0.358 |
|
| 1977 |
Soriano A, Krizek RJ, Franklin AG. Seismic Refraction Surveying in Soils with Variable Propagation Velocity Soils and Foundations. 17: 1-15. DOI: 10.3208/Sandf1972.17.2_1 |
0.364 |
|
| 1977 |
Corotis R, Krizek R. Analysis and Measurement of Soil Behavior Around Buried Concrete Pipe Astm Special Technical Publications. 91-104. DOI: 10.1520/Stp38076S |
0.43 |
|
| 1977 |
Krizek R, Atmatzidis D. Assessment of Soil Constitutive Models for Numerical Analysis of Buried Concrete Pipe Systems Astm Special Technical Publications. 76-90. DOI: 10.1520/Stp38075S |
0.404 |
|
| 1977 |
Krizek RJ, Corotis RB, El-Moursi HH. Probabilistic Analysis Of Predicted And Measured Settlements. Canadian Geotechnical Journal. 14: 17-33. DOI: 10.1139/T77-002 |
0.37 |
|
| 1977 |
Fitzpatrick JA, Atmatzidis DK, Krizek RJ. PHYSICAL AND CONCEPTUAL SIMULATION OF EFFLUENTS FROM DREDGED MATERIAL CONFINEMENT FACILITIES Jawra Journal of the American Water Resources Association. 13: 1107-1107. DOI: 10.1111/J.1752-1688.1977.Tb02083.X |
0.307 |
|
| 1977 |
Edil TB, Krizek RJ. PREPARATION OF ISOTROPICALLY CONSOLIDATED CLAY SAMPLES WITH RANDOM FABRICS Journal of Testing and Evaluation. 5: 406-412. |
0.531 |
|
| 1977 |
Krizek RJ, Chawla KS, Edil TB. DIRECTIONAL CREEP RESPONSE OF ANISOTROPIC CLAYS Geotechnique. 27: 37-51. |
0.565 |
|
| 1976 |
Azzouz AS, Krizek RJ, Corotis RB. Regression Analysis Of Soil Compressibility Soils and Foundations. 16: 19-29. DOI: 10.3208/Sandf1972.16.2_19 |
0.371 |
|
| 1976 |
Edil TB, Krizek RJ. Influence of fabric and soil suction on the mechanical behavior of a kaolinitic clay Geoderma. 15: 323-341. DOI: 10.1016/0016-7061(76)90059-8 |
0.615 |
|
| 1976 |
Monte JL, Krizek RJ. ONE-DIMENSIONAL MATHEMATICAL MODEL FOR LARGE-STRAIN CONSOLIDATION Geotechnique. 26: 495-510. |
0.331 |
|
| 1976 |
SALEM AM, KRIZEK RJ. STRESS-DEFORMATION-TIME BEHAVIOUR OF DREDGINGS J. Geotech. Engng. Div. - Proc. Asce. 102. |
0.304 |
|
| 1975 |
Farzin MH, Corotis RB, Krizek RJ. INVERSE METHOD FOR DETERMINING APPROXIMATE STRESS-STRAIN BEHAVIOR OF SOILS Journal of Testing and Evaluation. 3: 51-61. DOI: 10.1520/Jte10133J |
0.42 |
|
| 1975 |
Edil TB, Toshio M, Krizek RJ. A micromechanistic formulation for stress-strain response of clay International Journal of Engineering Science. 13: 831-840. DOI: 10.1016/0020-7225(75)90083-X |
0.597 |
|
| 1975 |
Krizek RJ, Edil TB, Kutay Ozaydin I. Preparation and identification of clay samples with controlled fabric Engineering Geology. 9: 13-38. DOI: 10.1016/0013-7952(75)90025-3 |
0.559 |
|
| 1975 |
Edil TB, Krizek RJ. Quantitative dependence of strength on particle orientation of clay Bulletin of the International Association of Engineering Geology - Bulletin De L'Association Internationale De GéOlogie De L'IngéNieur. 11: 19-22. DOI: 10.1007/Bf02635445 |
0.564 |
|
| 1975 |
GIGER MW, KRIZEK RJ. COMPRESSIBILITY AND STRENGTH OF COMPACTED DREDGINGS . |
0.31 |
|
| 1974 |
Krugmann PK, Krizek RJ. Initial distribution of average excess pore water pressure due to a trapezoidal load. Soils and Foundations. 14: 67-79. DOI: 10.3208/Sandf1972.14.3_67 |
0.364 |
|
| 1974 |
Corotis RB, Farzin MH, Krizek RJ. Nonlinear stress-strain formulation for soils : 6F, 2T, 32R. J. Geotech. Engng. Div. V100, GT9, Sept. 1974, P993–1008 International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 11: 241. DOI: 10.1016/0148-9062(74)92043-9 |
0.313 |
|
| 1974 |
Krizek RJ, Edil TB. Experimental study of clay deformability in terms of initial fabric and soil-water potential Rheologica Acta. 13: 803-813. DOI: 10.1007/BF01527078 |
0.585 |
|
| 1973 |
Krizek RJ, Castillo E, Karadi GM. Theoretical study of dispersion in a fractured rock aquifer Journal of Geophysical Research. 78: 558-573. DOI: 10.1029/Jc078I003P00558 |
0.3 |
|
| 1973 |
Edil TB, Krizek RJ. EFFECTS OF LATTICE DISORDER ON THE QUANTITATIVE DETERMINATION OF KAOLINITE BY X-RAY DIFFRACTION . 827-835. |
0.508 |
|
| 1967 |
Krizek RJ. Viscoelastic Shear Response of a Kaolinite Clays and Clay Minerals. 15: 227-240. DOI: 10.1346/Ccmn.1967.0150127 |
0.4 |
|
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