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Results:
1-8
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Results: 8
Dynamic experiments and analyses of a pile-group-supported structure
Authors:
Curras, CJ Boulanger, RW Kutter, BL Wilson, DW
Citation:
Cj. Curras et al., Dynamic experiments and analyses of a pile-group-supported structure, J GEOTECH G, 127(7), 2001, pp. 585-596
Analysis of steady cone penetration in clay
Authors:
Yu, HS Herrmann, LR Boulanger, RW
Citation:
Hs. Yu et al., Analysis of steady cone penetration in clay, J GEOTECH G, 126(7), 2000, pp. 594-605
Observed seismic lateral resistance of liquefying sand
Authors:
Wilson, DW Boulanger, RW Kutter, BL
Citation:
Dw. Wilson et al., Observed seismic lateral resistance of liquefying sand, J GEOTECH G, 126(10), 2000, pp. 898-906
Seismic soil-pile-structure interaction experiments and analyses
Authors:
Boulanger, RW Curras, CJ Kutter, BL Wilson, DW Abghari, A
Citation:
Rw. Boulanger et al., Seismic soil-pile-structure interaction experiments and analyses, J GEOTECH G, 125(9), 1999, pp. 750-759
SPT dynamic analysis and measurements - Discussion
Authors:
Boulanger, RW Idriss, IM
Citation:
Rw. Boulanger et Im. Idriss, SPT dynamic analysis and measurements - Discussion, J GEOTECH G, 125(6), 1999, pp. 534-535
Liquefaction failure and remediation: King Harbor Redondo Beach, California - Discussion
Authors:
Boulanger, RW Idriss, IM
Citation:
Rw. Boulanger et Im. Idriss, Liquefaction failure and remediation: King Harbor Redondo Beach, California - Discussion, J GEOTECH G, 125(3), 1999, pp. 231-233
Liquefaction at moss landing during Loma Prieta earthquake - Closure
Authors:
Boulanger, RW Mejia, LH Idriss, IM
Citation:
Rw. Boulanger et al., Liquefaction at moss landing during Loma Prieta earthquake - Closure, J GEOTECH G, 125(1), 1999, pp. 92-96
Behavior of a fine-grained soil during the Loma Prieta earthquake: Reply
Authors:
Boulanger, RW Mejia, LH Myers, MW Idriss, IM
Citation:
Rw. Boulanger et al., Behavior of a fine-grained soil during the Loma Prieta earthquake: Reply, CAN GEOTECH, 36(3), 1999, pp. 584-584
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