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Semi-analytical approach for time-dependent load–settlement response of a jacked pile in clay strata
Semi-analytical approach for time-dependent load–settlement response of a jacked pile in clay strata
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Semi-analytical approach for time-dependent load–settlement response of a jacked pile in clay strata

Li, Lin ; Li, Jingpei ; Sun, De’an ; Gong, Weibing

Canadian geotechnical journal, 2017-12, Vol.54 (12), p.1682-1692 [Periódico revisado por pares]

Ottawa: NRC Research Press

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2
Effective stress regime around a jacked steel pile during installation ageing and load testing in chalk
Effective stress regime around a jacked steel pile during installation ageing and load testing in chalk
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Effective stress regime around a jacked steel pile during installation ageing and load testing in chalk

Buckley, R.M ; Jardine, R.J ; Kontoe, S ; Lehane, B.M

Canadian geotechnical journal, 2018-11, Vol.55 (11), p.1577-1591 [Periódico revisado por pares]

Ottawa: NRC Research Press

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3
Evaluation of installation effects on set-up of field displacement piles in sand
Evaluation of installation effects on set-up of field displacement piles in sand
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Evaluation of installation effects on set-up of field displacement piles in sand

Anusic, Ivana ; Lehane, Barry M ; Eiksund, Gudmund R ; Liingaard, Morten A

Canadian geotechnical journal, 2019-04, Vol.56 (4), p.461-472 [Periódico revisado por pares]

Ottawa: NRC Research Press

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4
Time effects on shaft capacity of jacked piles in sand
Time effects on shaft capacity of jacked piles in sand
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Time effects on shaft capacity of jacked piles in sand

Lim, Jit Kheng ; Lehane, Barry

Canadian geotechnical journal, 2015-11, Vol.52 (11), p.1830-1838 [Periódico revisado por pares]

Ottawa: NRC Research Press

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5
Constitutive modeling of time-dependent stress–strain behaviour of saturated soils exhibiting both creep and swelling
Constitutive modeling of time-dependent stress–strain behaviour of saturated soils exhibiting both creep and swelling
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Constitutive modeling of time-dependent stress–strain behaviour of saturated soils exhibiting both creep and swelling

YIN, Jian-Hua ; FEI TONG

Canadian geotechnical journal, 2011-12, Vol.48 (12), p.1870-1885 [Periódico revisado por pares]

Ottawa, ON: NRC Research Press

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6
Effectiveness of partially penetrating vertical drains under a combined surcharge and vacuum preloading
Effectiveness of partially penetrating vertical drains under a combined surcharge and vacuum preloading
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Effectiveness of partially penetrating vertical drains under a combined surcharge and vacuum preloading

XUEYU GENG ; INDRARATNA, Buddhima ; RUJIKIATKAMJORN, Cholachat

Canadian geotechnical journal, 2011-06, Vol.48 (6), p.970-983 [Periódico revisado por pares]

Ottawa, ON: NRC Research Press

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7
Estimating static tip resistance of driven piles with bottom pile instrumentation
Estimating static tip resistance of driven piles with bottom pile instrumentation
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Estimating static tip resistance of driven piles with bottom pile instrumentation

TRAN, Khiem T ; MCVAY, Michael ; HERRERA, Rodrigo ; LAI, Peter

Canadian geotechnical journal, 2012-04, Vol.49 (4), p.381-393 [Periódico revisado por pares]

Ottawa, ON: NRC Research Press

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8
Development and evaluation of an automation algorithm for a time-domain reflectometry bridge scour monitoring system
Development and evaluation of an automation algorithm for a time-domain reflectometry bridge scour monitoring system
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Development and evaluation of an automation algorithm for a time-domain reflectometry bridge scour monitoring system

Yu, X. B ; Yu, X

Canadian Geotechnical Journal, 2011-01, Vol.48 (1), p.26-35 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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9
Time-dependent pullout behavior of glass fiber reinforced polymer (GFRP) soil nail in sand
Time-dependent pullout behavior of glass fiber reinforced polymer (GFRP) soil nail in sand
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Time-dependent pullout behavior of glass fiber reinforced polymer (GFRP) soil nail in sand

Zhang, Cheng-Cheng ; Zhu, Hong-Hu ; Xu, Qiang ; Shi, Bin ; Mei, Guo-Xiong

Canadian geotechnical journal, 2015-06, Vol.52 (6), p.671-681 [Periódico revisado por pares]

Ottawa: NRC Research Press

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10
Towards consideration of epistemic uncertainty in shear-wave velocity measurements obtained via seismic cone penetration testing (SCPT)
Towards consideration of epistemic uncertainty in shear-wave velocity measurements obtained via seismic cone penetration testing (SCPT)
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Towards consideration of epistemic uncertainty in shear-wave velocity measurements obtained via seismic cone penetration testing (SCPT)

Stolte, Andrew C ; Cox, Brady R

Canadian geotechnical journal, 2020, Vol.57 (1), p.48-60 [Periódico revisado por pares]

Ottawa: NRC Research Press

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