Search Results - "Lehane, Barry M"

Lateral stress changes and shaft friction for model displacement piles in sand by Lehane, Barry M, White, David J

“…The paper describes a series of tests performed in a drum centrifuge on instrumented model displacement piles in normally consolidated sand. These tests…”
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A one–dimensional elasto-viscoplastic macro-element model for creep analysis of shallow foundations on sand by Liu, Bo, Lehane, Barry M., Xue, Jianfeng

“…Footings on sand can exhibit considerable long-term creep settlement. However, most settlement prediction methods account for creep by using either a reduced…”
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The shaft capacity of pipe piles in sand by Gavin, Kenneth G, Lehane, Barry M

“…This paper describes results from an experimental programme that investigated factors affecting the shaft capacity of open-ended (pipe) piles in sand. A number…”
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CPT-based design method for helical piles in sand by Bittar, Eduardo, Lehane, Barry M., Blake, Anthony, Richards, David, White, David, Mahdavi, Sam, Cerfontaine, Benjamin

“…Helical piles are used extensively for low and medium rise developments and are a popular foundation solution in cases where resistance to significant uplift…”
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Probabilistic Soil Strata Delineation Using DPT Data and Bayesian Changepoint Detection by Suryasentana, Stephen K., Lawler, Myles, Sheil, Brian B., Lehane, Barry M.

“…AbstractSoil strata delineation is a fundamental step for any geotechnical engineering design. The dynamic penetration test (DPT) is a fast, low cost in situ…”
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Shaft Capacity of Displacement Piles in Clay Using the Cone Penetration Test by Lehane, Barry M, Li, Yunong, Williams, Ryan

“…AbstractThe prediction of the shaft capacity of displacement piles in clay still relies wholly on empirical or semiempirical approaches. This paper examines…”
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CPT-Based Axial Capacity Design Method for Driven Piles in Clay by Lehane, Barry M., Liu, Zhongqiang, Bittar, Eduardo J., Nadim, Farrokh, Lacasse, Suzanne, Bozorgzadeh, Nezam, Jardine, Richard, Ballard, Jean-Christophe, Carotenuto, Pasquale, Gavin, Kenneth, Gilbert, Robert B., Bergan-Haavik, Jens, Jeanjean, Philippe, Morgan, Neil

“…AbstractThere are clear advantages in the establishment of reliable, direct cone penetration test (CPT) based methods for assessment of the axial capacity of…”
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Closure to “CPT-Based Axial Capacity Design Method for Driven Piles in Clay” by Lehane, Barry M., Liu, Zhongqiang, Bittar, Eduardo J., Nadim, Farrokh, Lacasse, Suzanne, Bozorgzadeh, Nezam, Jardine, Richard, Ballard, Jean-Christophe, Carotenuto, Pasquale, Gavin, Kenneth, Gilbert, Robert B., Bergan-Haavik, Jens, Jeanjean, Philippe, Morgan, Neil

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Evaluation of installation effects on set-up of field displacement piles in sand by Anusic, Ivana, Lehane, Barry M, Eiksund, Gudmund R, Liingaard, Morten A

“…The paper presents results from a new series of tests on displacement piles in sand, involving different installation modes, and combines these with results…”
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Numerical back-analyses of greenfield settlement during tunnel boring by MATHEW, Gima V, LEHANE, Barry M

“…This paper examines the potential for two-dimensional (2D) and three-dimensional (3D) finite element (FE) analyses to calculate the ground displacement…”
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One dimensional formulae for time-dependent compression characteristics of over-consolidated clays by Zou, Sheng-Feng, Xie, Xin-Yu, Li, Jin-Zhu, Wang, Zhong-Jin, Lehane, Barry M.

“…The time-dependent compression characteristics of clay exhibit apparent differences when loaded from the over-consolidated and normally consolidated states…”
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Shaft Friction from Instrumented Displacement Piles in an Uncemented Calcareous Sand by Lehane, Barry M, Schneider, James A, Lim, Jit Kheng, Mortara, Giuseppe

“…AbstractThe behavior of displacement piles in uncemented calcareous sand is investigated using field piles instrumented with a sensor that simultaneously…”
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Database Assessment of CPT-Based Design Methods for Axial Capacity of Driven Piles in Siliceous Sands by Schneider, James A, Xu, Xiangtao, Lehane, Barry M

“…Numerous cone penetration test (CPT)-based methods exist for calculation of the axial pile capacity in sands, but no clear guidance is presently available to…”
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Cone penetration test (CPT) methods for end-bearing assessment of open- and closed-ended driven piles in siliceous sand by Xu, Xiangtao, Schneider, James A, Lehane, Barry M

“…The cone penetration test (CPT) has been used as a means of assessing the end bearing of driven piles in sand for many decades. This paper examines the…”
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Measured and Back Analysed Soil Structure Interaction Effects in a Layered Stratigraphy During Tunnel Boring by Mathew, Gima V., Lehane, Barry M.

“…The paper compares the soil structure interaction effects predicted using a finite element (FE) program with those observed during a bored tunnel project…”
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Operational Coefficient of Consolidation Around a Pile Group Driven in Clay/Silt by McCabe, Bryan A., Sexton, Brian G., Lehane, Barry M.

“…Although finite element packages facilitating coupled consolidation analyses are increasingly in use, many practitioners still favour linear uncoupled analysis…”
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Centrifuge investigation of soil–foundation–superstructure interaction under static loading by Liu, Bo, Xue, Jianfeng, Lehane, Barry M.

“…•Soil–structure interaction (SSI) in frames is investigated using centrifuge tests.•The applicability of a simple linear elastic structure model to SSI is…”
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Experimental and numerical study on the static lateral performance of monopile and hybrid pile foundation by Li, Lichen, Liu, Xin, Liu, Hao, Wu, Wenbing, Lehane, Barry M., Jiang, Guosheng, Xu, Meijuan

“…Considering the limitations of conventional monopiles in supporting the new generation of offshore wind turbines (OWTs), the idea of hybrid pile foundation has…”
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Micromechanical investigation of the aging mechanism in sand by Liu, Bo, Xue, Jianfeng, Lehane, Barry M., Yin, Zhen-Yu

“…The current mechanisms and factors influencing soil aging remain inconclusive and incomplete. Discrete element method (DEM) is adopted to investigate the…”
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Modelling glacial till under triaxial conditions using a BRICK soil model by Lehane, Barry M, Simpson, Brian

“…The paper presents some findings from recent laboratory research aimed at improving ground-movement predictions in a hard, heavily overconsolidated lodgement…”
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