Publications

Journals (Monograph, Conferences, Reports, Only for friends)

89.    Boulanger, R. W., Moug, D. M., Munter, S. K., Price, A. B., and DeJong, J. T. (2016). “Evaluating liquefaction and lateral spreading in interbedded sand, silt, and clay deposits using the cone penetrometer.” Australian Geomechanics, The Australian Geomechanics Society, 51(4), 109-128.

88.    Boulanger, R. W., and Montgomery, J. (2016). “Nonlinear deformation analyses of an embankment dam on a spatially variable liquefiable deposit.” Soil Dynamics and Earthquake Engineering, 91(2016), 222-233, 10.1016/j.soildyn.2016.07.027.

87.    Montgomery, J., and Boulanger, R. W. (2016). “Effects of spatial variability on liquefaction-induced settlement and lateral spreading.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 04016086, 10.1061/(ASCE)GT.1943-5606.0001584.

86.    Ziotopoulou, K., and Boulanger, R. W. (2016). “Plasticity modeling of liquefaction effects under sloping ground and irregular cyclic loading conditions.” Soil Dynamics and Earthquake Engineering, 84 (2016), 269-283, 10.1016/j.soildyn.2016.02.013.

85.    Khosravi, M., Boulanger, R. W., Tamura, S., Wilson, D. W., Olgun, G., and Wang, Y. (2016). “Dynamic centrifuge tests of soft clay reinforced by soil-cement grids.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 04016027, 10.1061/(ASCE)GT.1943-5606.0001487.

84.    Rayamajhi, D., Ashford, S. A., Boulanger, R. W., and Elgamal, A. (2016). “Dense granular columns in liquefiable ground: Effects on deformations.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 04016024, 10.1061/(ASCE)GT.1943-5606.000147.

83.    Rayamajhi, D., Ashford, S. A., Boulanger, R. W., and Elgamal, A. (2016). “Dense granular columns in liquefiable ground: Shear reinforcement and cyclic stress ratio reduction.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 04016023, 0.1061/(ASCE)GT.1943-5606.0001474.

82.    van Ballegooy, S., Wentz, F., and Boulanger, R. W. (2015). “Evaluation of CPT-based liquefaction procedures at regional scale.” Soil Dynamics and Earthquake Engineering, 79 (2015), 315-334, 10.1016/j.soildyn.2015.09.016.

81.    Boulanger, R. W., and Idriss, I. M. (2015). “CPT-based liquefaction triggering procedure.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 04015065, 10.1061/(ASCE)GT.1943-5606.0001388.

80.    Boulanger, R. W., and Idriss, I. M. (2015). “Magnitude scaling factors in liquefaction triggering procedures.” Soil Dynamics and Earthquake Engineering, 79 (2015), 296-303, 10.1016/j.soildyn.2015.01.004.

79.    Idriss, I. M., and Boulanger, R. W. (2015). “2nd Ishihara Lecture: SPT- and CPT-based relationships for the residual shear strength of liquefied soil.” Soil Dynamics and Earthquake Engineering, 68, 57-68, 10.1016/j.soildyn.2014.09.010.

78.    Rayamajhi, D., Tamura, S., Khosravi, M., Boulanger, R. W., Wilson, D. W., Ashford, S. A., and Olgun, C. G. (2015). “Dynamic centrifuge tests to evaluate reinforcing mechanisms of soil-cement columns in liquefiable sand.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 04015015, 10.1061/(ASCE)GT.1943-5606.0001298.

77.    Howell, R., Rathje, E. M., and Boulanger, R. W. (2014). “Evaluation of simulation models of lateral spread sites treated with prefabricated vertical drains.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 04014076-1, dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001185.

76.    Montgomery, J., Boulanger, R. W., and Harder, L. F., Jr. (2014). “Examination of the Ks overburden correction factor on liquefaction resistance.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 04014066, dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001172.

75.    Armstrong, R. J., Boulanger, R. W., and Beaty, M. H. (2014). “Equivalent static analyses of piled bridge abutments affected by earthquake-induced liquefaction.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 140(8), 04014046, dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001152.

74.    Khosravifar, A., Boulanger, R. W., and Kunnath, S. K. (2014). “Design of extended pile shafts for the effects of liquefaction.” Earthquake Spectra, EERI, 30(4), 1775-1799, DOI: 10.1193/032512EQS107M.

73.    Khosravifar, A., Boulanger, R. W., and Kunnath, S. K. (2014). “Effects of liquefaction on inelastic demands on extended pile shafts.” Earthquake Spectra, EERI, 30(4), 1749-1773, DOI: 10.1193/032412EQS105M.

72.    Dahl, K, R., DeJong, J. T., Boulanger, R. W., Pyke, R., and Wahl, D. (2014). “Characterization of an alluvial silt and clay deposit for monotonic, cyclic and post-cyclic behavior.” Canadian Geotechnical Journal, 51(4): 432-440, dx.doi.org/10.1139/cgj-2013-0057.

71.    Maki, I. P., Boulanger, R. W., DeJong, J. T., and Jaeger, R. A. (2014). “State-based overburden normalization of cone penetration resistance in clean sand.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 140(2), 04013006, dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001020.

70.    Rayamajhi, D., Nguyen, T. V., Ashford, S. A., Boulanger, R. W., Lu, J., Elgamal, A., and Shao, L. (2014). “Numerical study of shear stress distribution for discrete columns in liquefiable soils.”  Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 140(3), 04013034, dx.doi.org/10.1061/(ASCE)GT.1943-5606.0000970.

69.    Boulanger, R. W., Kamai, R., and Ziotopoulou, K. (2014). “Liquefaction induced strength loss and deformation: Simulation and design.” Bulletin of Earthquake Engineering, Springer, 12: 1107-1128, DOI 10.1007/s10518-013-9549-x.

68.    Boulanger, R. W., Wilson, D. W., and Idriss, I. M. (2013). Closure to “Examination and reevaluation of SPT-based liquefaction triggering case histories.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(8), 2000-2001.

67.    Chang, D., Boulanger, R. W., Brandenberg, S., and Kutter, B. L. (2013). “FEM analysis of dynamic soil-pile-structure interaction in liquefied and laterally spreading ground.” Earthquake Spectra, EERI, 29(3), 733-755.

66.    Ziotopoulou, K., and Boulanger, R. W. (2013). “Calibration and implementation of a sand plasticity plane-strain model for earthquake engineering applications.” Journal of Soil Dynamics and Earthquake Engineering, 53, 268-280, dx.doi.org/10.1016/j.soildyn.2013.07.009.

65.    Boulanger, R. W., and Ziotopoulou, K. (2013). “Formulation of a sand plasticity plane-strain model for earthquake engineering applications.” Journal of Soil Dynamics and Earthquake Engineering, Elsevier, 53, 254-267, dx.doi.org/10.1016/j.soildyn.2013.07.006.

64.    Nguyen, T. V., Rayamajhi, D., Boulanger, R. W., Ashford, S. A., Lu, J., Elgamal, A., and Shao, L. (2013). “Design of DSM grids for liquefaction remediation.”  Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 139(11), 1923-1933, dx.doi.org/10.1061/(ASCE)GT.1943-5606.0000921.

63.    Brandenberg, S. J., Zhao, M., Boulanger, R. W., and Wilson, D. W. (2013). “p-y plasticity model for nonlinear dynamic analysis of piles in liquefiable soil.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 139(8), 1262-1274.

62.    Kamai, R., and Boulanger, R. W. (2013). “Simulations of a centrifuge test with lateral spreading and void redistribution effects.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 139(8), 1250-1261.

61.    Montoya, B. M., DeJong, J. T., and Boulanger, R. W. (2013). “Dynamic response of liquefiable sand improved by microbial induced calcite precipitation.” Geotechnique, 63(4), 302-312.

60.    Cox, B. R., Boulanger, R. W., Tokimatsu, K., Wood, C., Abe, A., Ashford, S., Donahue, J., Ishihara, K., Kayen, R., Katsumata, K., Kishida, T., Kokusho, T., Mason, B., Moss, R., Stewart, J., Tohyama, K., and Zekkos, D. (2013). “Liquefaction at strong motion stations and in Urayasu City during the 2011 Tohoku-Oki earthquake.” Earthquake Spectra, EERI, 29(S1), S55-S80.

59.    Armstrong, R. J., Boulanger, R. W., and Beaty, M. H. (2013). “Liquefaction effects on piled bridge abutments: Centrifuge tests and numerical analyses.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 139(3), 433-443.

58.    Conlee, C. T., Gallagher, P. M., Boulanger, R. W., and Kamai, R. (2012). “Dynamic response of colloidal silica treated sands using centrifuge model tests.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(11), 1334-1345.

57.    Boulanger, R. W., and Idriss, I. M. (2012). “Probabilistic SPT-based liquefaction triggering procedure.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(10), 1185-1195.

56.    Boulanger, R. W., and Idriss, I. M. (2012). “Evaluation of overburden stress effects on liquefaction resistance at Duncan Dam.” Canadian Geotechnical Journal, 49, 1052-1058.

55.    Idriss, I. M., and Boulanger, R. W. (2012). “Examination of SPT-based liquefaction triggering correlations.” Earthquake Spectra, EERI, 28(3), 989-1018.

54.    Boulanger, R. W., Wilson, D. W., and Idriss, I. M. (2012). “Examination and re-evaluation of SPT-based liquefaction triggering case histories.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(8), 898-909.

53.    Howell, R., Rathje, E. M., Kamai, R., and Boulanger, R. W. (2012). “Centrifuge modeling of prefabricated vertical drains for liquefaction remediation.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(3), 262-271.

52.    Kamai, R. and Boulanger, R. W. (2012). “Single-element simulations of partial-drainage effects under monotonic and cyclic loading.” Journal of Soil Dynamics and Earthquake Engineering, 35, 29-40.

51.    Khosravifar, A., and Boulanger, R. W. (2010). “Inelastic response of extended pile shafts in laterally spreading ground during earthquakes.”  DFI Journal, Deep Foundations Institute, 4(2), 41-53.

50.    Kishida, T., Boulanger, R. W., Abrahamson, N. A., Driller, M. W., and Wehling, T. M. (2009). “Seismic response of levees in Sacramento-San Joaquin Delta.” Earthquake Spectra, EERI, 25(3), 557-582.

49.    Kishida, T., Boulanger, R. W., Abrahamson, N. A., Driller, M. W., and Wehling, T. M. (2009). “Site effects for the Sacramento-San Joaquin Delta.” Earthquake Spectra, EERI, 25(2), 301-322.

48.    Kishida, T., Boulanger, R. W., Abrahamson, N. A., Wehling, T. M., and Driller, M. W. (2009). “Regression models for dynamic properties of highly organic soils.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(4), 533-543.

47.    Kishida, T., Wehling, T. M., Boulanger, R. W., Driller, M. W., and Stokoe, K. H., II (2009). “Dynamic properties of highly organic soils from Montezuma Slough and Clifton Court.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(4), 525-532.

46.    Boulanger, R. W., and Idriss, I. M. (2009). Closure to “Evaluation of cyclic softening in silts and clays.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(2), 308.

45.    Chu, D. B., Stewart, J. P., Boulanger, R. W., and Lin, P. S. (2008). “Cyclic softening of low-plasticity clay and its effect on seismic foundation performance.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(11), 1595-1608.

44.    Meehan, C. L., Boulanger, R. W., and Duncan, J. M. (2008). “Dynamic centrifuge testing of slickensided shear surfaces.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(8), 1086-1096.

43.    Malvick, E. J., Kutter, B. L., and Boulanger, R. W. (2008). “Postshaking shear strain localization in a centrifuge model of a saturated sand slope.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(2), 164-174.

42.    Brandenberg, S. J., Boulanger, R. W., Kutter, B. L., and Chang, D. (2007). “Static pushover analyses of pile groups in liquefied and laterally spreading ground in centrifuge tests.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 133(9), 1055-1066.

41.    Boulanger, R. W., and Idriss, I. M. (2007). “Evaluation of cyclic softening in silts and clays.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 133(6), 641-652.

40.    Brandenberg, S. J., Boulanger, R. W., Kutter, B. L., and Chang, D. (2007). “Liquefaction-induced softening of load transfer between pile groups and laterally spreading crusts.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 133(1), 91-103.

39.    Boulanger, R. W., and Idriss, I. M. (2006). “Liquefaction susceptibility criteria for silts and clays.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 132(11), 1413-1426.

38.    Malvick, E. J., Kutter, B. L., Boulanger, R. W., and Kulasingam, R. (2006). “Shear localization due to liquefaction-induced void-redistribution in a layered infinite slope.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 132(10), 1293-1303.

37.    Idriss, I. M., and Boulanger, R. W. (2006). “Semi-empirical procedures for evaluating liquefaction potential during earthquakes.” Journal of Soil Dynamics and Earthquake Engineering, Elsevier, 26, 115-130.

36.    Brandenberg, S. J., Boulanger, R. W., Kutter, B. L., and Chang, D. (2005). “Behavior of pile foundations in laterally spreading ground during centrifuge tests.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(11), 1378-1391.

35.    Hutchinson, T. C., Chai, Y. H., and Boulanger, R. W. (2005). “Simulation of full-scale cyclic lateral load tests on piles.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(9), 1172-1175.

34.    Boulanger, R. W. (2005). Closure to “High overburden stress effects in liquefaction analyses.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(8), 1060-1062.

33.    Brandenberg, S. J., Boulanger, R. W., and Bruce L. Kutter (2005). “Discussion of ‘Single piles in lateral spreads: Field bending moment evaluation.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(4), 529-531.

32.    Hutchinson, T. C., Chai, Y. H., Boulanger, R. W., and Idriss, I. M. (2004). “Inelastic seismic response of extended pile-shaft-supported bridge structures.” Earthquake Spectra, Earthquake Engineering Research Institute, 20(4), 1057-1080.

31.    Hutchinson, T. C., Chai, Y. H., Boulanger, R. W., and Idriss, I. M. (2004). “Estimating inelastic displacements for design: Extended pile-shaft-supported bridge structures.” Earthquake Spectra, Earthquake Engineering Research Institute, 20(4), 1081-1094.

30.    Kulasingam, R., Malvick, E. J., Boulanger, R. W., Kutter, B. L. (2004). “Strength loss and localization at silt interlayers in slopes of liquefied sand.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(11), 1192-1202.

29.    Boulanger, R. W. (2003). “High overburden stress effects in liquefaction analyses.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129(12), 1071-1082.

28.    Wehling, T. M., Boulanger, R. W., Arulnathan, R., Harder, L. F., Jr., and Driller, M. W. (2003). “Nonlinear dynamic properties of a fibrous organic soil.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129(10), 929-939.

27.    Boulanger, R. W. (2003). “Relating Ka to relative state parameter index.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129(8), 770-773.

26.    Curras, C. J., Boulanger, R. W., Kutter, B. L., and Wilson, D. W. (2001). “Seismic response of pile-group-supported structure.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(7), 585-596.

25.    Stewart, J. P., Chu, D. B., Seed, R. B., Ju, J.-W., Perkins, W. J., Boulanger, R. W., Chen, Y.-C., Ou, C.‑Y., Sun, J., and Yu, M.-S. (2001). Chapter 4: Soil Liquefaction. Chi-Chi, Taiwan, Earthquake of September 21, 1999 Reconnaissance Report, J. Uzarski and C. Arnold, eds., Earthquake Spectra, Earthquake Engineering Research Institute, Supplement A to Volume 17, 37-60.

24.    Niemeier, D., Boulanger, R. W., Bayly, P. V., Schmid, S. R., Muraleetharan, K. K., and Barros, A. (2001). “Integration of engineering education and research: Perspectives from the NSF Civil and Mechanical Systems 1998 CAREER workshop.” Journal of Engineering Education, American Society for Engineering Education, 90(2), 199-202.

23.    Boulanger, R. W., and Iai, S. (2001). Chapter 13: Performance of Waterfront Structures. Kocaeli, Turkey, Earthquake of August 17, 1999. Reconnaissance Report, T. L. Youd, J.-P. Bardet, and J. D. Bray, eds., Earthquake Spectra, Earthquake Engineering Research Institute, Supplement A to Volume 16, 295-310.

22.    Arulnathan, R., Boulanger, R. W., Kutter, B. L., and Sluis, B. (2000). “New tool for shear wave velocity measurements in model tests.” Geotechnical Testing Journal, GTJODJ, ASTM, 23(4), 444-453.

21.    Wilson, D. W., Boulanger, R. W., and Kutter, B. L. (2000). “Observed seismic lateral resistance of liquefying sand.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 126(10), 898-906.

20.    Yu, H. S., Herrmann, L. R., and Boulanger, R. W. (2000). “Analysis of steady cone penetration in clay.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 126(7), 594-605.

19.    Boulanger, R. W., Curras, C. J., Kutter, B. L., Wilson, D. W., and Abghari, A. (1999). “Seismic soil-pile-structure interaction experiments and analyses.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(9), 750-759.

18.    Boulanger, R. W., and Idriss, I. M. (1999). “Discussion of ‘SPT dynamic analysis and measurements.'” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(6), 534-535.

17.    Boulanger, R. W., and Idriss, I. M. (1999). “Discussion of ‘Liquefaction failure and remediation: King Harbor Redondo Beach, California.'” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(3), 231-233.

16.    Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1999). “Closure to ‘Liquefaction at Moss Landing during Loma Prieta earthquake.'” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(1), 92-96.

15.    Wang, S., Kutter, B. L., Chacko, J., Wilson, D. W., Boulanger, R. W., and Abghari, A. (1998). “Nonlinear seismic soil-pile-structure interaction.”  Earthquake Spectra, Earthquake Engineering Research Institute, 14(2), 377-396.

14.    Arulnathan, R., Boulanger, R. W., and Riemer, M. (1998). “Analysis of bender element tests.” Geotechnical Testing Journal, GTJODJ, ASTM, 21(2), 120-131.

13.    Boulanger, R. W., Meyers, M. W., Mejia, L. H., and Idriss, I. M. (1998). “Behavior of a fine-grained soil during Loma Prieta earthquake.”  Canadian Geotechnical Journal, 35, 146-158.

12.    Boulanger, R. W., Arulnathan, R., Harder, L. F., Jr., Torres, R. A., and Driller, M. W. (1998). “Dynamic properties of Sherman Island peat.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124(1), 12-20.

11.    Boulanger, R. W., Wilson, D. W., Kutter, B. L., and Abghari, A. (1997). “Soil-pile-superstructure interaction in liquefiable sand.”  Transportation Research Record No. 1569, TRB, National Research Council, National Academy Press, Washington, D.C., 55-64.

10.    Salgado, R., Boulanger, R. W., and Mitchell, J. K. (1997). “Lateral stress effects on CPT liquefaction resistance correlations.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(8), 726‑735.

9.      Boulanger, R. W., Mejia, L. H., and Idriss, I. M. (1997). “Liquefaction at Moss Landing during Loma Prieta Earthquake.”  Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(5), 453-467.

8.      Boulanger, R. W., and Truman, S. P. (1996). “Void redistribution in sand under post-earthquake loading.”  Canadian Geotechnical Journal, 33, 829-834.

7.      Gookin, W. B., Riemer, M. R., Boulanger, R. W., and Bray, J. D. (1996). “Development of cyclic triaxial apparatus with broad frequency and strain ranges.”  Transportation Research Record No. 1548, TRB, National Research Council, National Academy Press, Washington, D.C., 1-8.

6.      Boulanger, R. W., and Hayden, R. F. (1995). “Aspects of compaction grouting of liquefiable soil.”  Journal of Geotechnical Engineering, ASCE, 121(12), 844-855.

5.      Boulanger, R. W., and Seed, R. B. (1995). “Liquefaction of sand under bi-directional monotonic and cyclic loading.”  Journal of Geotechnical Engineering, ASCE, 121(12), 870-878.

4.      Boulanger, R. W., Bray, J. D., Merry, S. M., and Mejia, L. H. (1995). “Three-dimensional dynamic response analyses of Cogswell dam.”  Canadian Geotechnical Journal, 32(3), 452-464.

3.      Boulanger, R. W., Chan, C. K., Seed, H. B., Seed, R. B., and Sousa, J. B. (1993). “A low-compliance bi-directional cyclic simple shear apparatus.”  ASTM Geotechnical Testing Journal, 16(1), 36-45.

2.      Seed, R. B., and Boulanger, R. W. (1991). “Smooth HDPE/Clay liner interface shear strengths: compaction effects.”  Journal of Geotechnical Engineering, ASCE, 117(4), 686-693.

1.      Boulanger, R. W., Seed, R. B., Baird, R. D., and Schluter, J. C. (1989). “Measurements and analyses of deformed flexible box culverts.”  Transportation Research Record, No. 1231, TRB, National Research Council, National Academy Press, Washington, D.C., 25-35.

 

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