Research graph
References from p-y curves for partially liquefiable soils obtained from element tests. Local targets link to admitted publications; unresolved targets remain external evidence.
Unresolved reference
2003 · External reference
Liquefaction and piled foundations: some issues
10.1080/13632460209350431 · 2002 · External reference
Effects of liquefaction-induced ground displacements on pile performance in the 1995 Hyogoken-Nambu earthquake
10.3208/sandf.38.special_163 · 1998 · External reference
Seismic lateral response of piles in liquefying soil
10.1061/(asce)1090-0241(2005)131:12(1466) · 2005 · External reference
Efficient finite-element model for seismic response estimation of piles and soils in liquefied and laterally spreading ground considering shear localization
10.1061/(asce)gm.1943-5622.0000835 · 2017 · External reference
Insights into the mechanisms and seismic performance of reinforced concrete buildings on a pile foundation in liquefiable deposits
10.1016/j.istruc.2026.111557 · 2026 · External reference
Seismic resilience assessment of pile groups against liquefaction-induced lateral spreading: Influence of ground inclination and pile spacing
10.1016/j.engstruct.2026.122786 · 2026 · External reference
Numerical modeling and simulation of pile in liquefiable soil
10.1016/j.soildyn.2009.02.008 · 2009 · External reference
Numerical analysis of seismic performance of inclined piles in liquefiable sands
10.1016/j.soildyn.2020.106274 · 2020 · External reference
Seismic performance and mitigation strategies for soil-foundation-structure systems on liquefiable soils
10.1016/j.rineng.2026.109586 · 2026 · External reference
Buckling analysis of pile foundation in liquefiable soil deposit with sandwiched non-liquefiable layer
10.1016/j.soildyn.2021.107133 · 2022 · External reference
A practical method for construction of py curves for liquefiable soils
10.1016/j.soildyn.2017.03.002 · 2017 · External reference
Unresolved reference
2016 · External reference
Estimation of transient forces in single pile embedded in liquefiable soil
10.1061/(asce)gm.1943-5622.0001788 · 2020 · External reference
Unresolved reference
2000 · External reference
Unresolved reference
1995 · External reference
Observed seismic lateral resistance of liquefying sand
10.1061/(asce)1090-0241(2000)126:10(898) · 2000 · External reference
Soil-pile interaction in liquefied deposits undergoing lateral spreading
2020 · External reference
Performance of pile foundations in laterally spreading soils
1999 · External reference
Single piles in lateral spreads: Field bending moment evaluation
10.1061/(asce)1090-0241(2003)129:10(879) · 2003 · External reference
Soil-pile-superstructure interaction in liquefiable sand
10.3141/1569-07 · 1997 · External reference
Unresolved reference
2003 · External reference
Behavior of pile foundations in laterally spreading ground during centrifuge tests
10.1061/(asce)1090-0241(2005)131:11(1378) · 2005 · External reference
Unresolved reference
External reference
Unresolved reference
2004 · External reference
Unresolved reference
2001 · External reference
Design of pile foundations in liquefied soils
1998 · External reference
Unresolved reference
External reference
Influence of axial load on lateral pile response in liquefiable soils. part I: physical modelling
10.1680/geot.8.009.3749 · 2009 · External reference
Unresolved reference
2002 · External reference
Unresolved reference
1998 · External reference
Back-calculated p-y relation of liquefied soils from large shaking table tests
2001 · External reference
Unresolved reference
2002 · External reference
Unresolved reference
2010 · External reference
Experimental py curves for liquefied soils from centrifuge tests
10.1007/s11803-021-2059-y · 2021 · External reference
Lateral resistance of a full-scale pile group in liquefied sand
10.1061/(asce)1090-0241(2005)131:1(115) · 2005 · External reference
Construction of simplified design p–y curves for liquefied soils
10.1680/jgeot.15.p.116 · 2017 · External reference
Lateral behavior of pile foundations during partial liquefaction
2019 · External reference
Simplified hybrid p-y spring model for liquefied soils
10.1061/(asce)gt.1943-5606.0000750 · 2013 · External reference
Part 5: Foundations, retaining structures and geotechnical aspects
2004 · External reference
Unresolved reference
2016 · External reference
Experimental evaluation of p-y curves considering development of liquefaction
10.1061/(asce)gt.1943-5606.0000802 · 2013 · External reference
Centrifuge modeling of liquefaction effects during earthquakes
1995 · External reference
Effects of sample preparation on sand liquefaction
10.1061/ajgeb6.0000387 · 1977 · External reference
Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods
10.3208/sandf1972.26.3_23 · 1986 · External reference
Prediction and countermeasure against the liquefaction in sand deposits
1970 · External reference
Winkler springs (p-y curves) for pile design from stress-strain of soils: FE assessment of scaling coefficients using the mobilized strength design concept
10.12989/gae.2013.5.5.379 · 2013 · External reference
Unresolved reference
2014 · External reference
Post liquefaction behavior of several sands
1998 · External reference
Effect of initial relative density on the post-liquefaction behaviour of sand
10.1016/j.soildyn.2017.02.007 · 2017 · External reference
Behavior of large post-liquefaction deformation in saturated Nanjing fine sand
10.1007/s11803-011-0057-1 · 2011 · External reference
Unresolved reference
2014 · External reference
Unresolved reference
2020 · External reference
Behavior of large post-liquefaction deformation in saturated Nanjing fine sand
10.1007/s11803-011-0057-1 · ExternalCitation · doi-reference
Experimental py curves for liquefied soils from centrifuge tests
10.1007/s11803-021-2059-y · ExternalCitation · doi-reference
Seismic resilience assessment of pile groups against liquefaction-induced lateral spreading: Influence of ground inclination and pile spacing
10.1016/j.engstruct.2026.122786 · ExternalCitation · doi-reference
Insights into the mechanisms and seismic performance of reinforced concrete buildings on a pile foundation in liquefiable deposits
10.1016/j.istruc.2026.111557 · ExternalCitation · doi-reference
Seismic performance and mitigation strategies for soil-foundation-structure systems on liquefiable soils
10.1016/j.rineng.2026.109586 · ExternalCitation · doi-reference
Numerical modeling and simulation of pile in liquefiable soil
10.1016/j.soildyn.2009.02.008 · ExternalCitation · doi-reference
Effect of initial relative density on the post-liquefaction behaviour of sand
10.1016/j.soildyn.2017.02.007 · ExternalCitation · doi-reference
A practical method for construction of py curves for liquefiable soils
10.1016/j.soildyn.2017.03.002 · ExternalCitation · doi-reference
Numerical analysis of seismic performance of inclined piles in liquefiable sands
10.1016/j.soildyn.2020.106274 · ExternalCitation · doi-reference
Buckling analysis of pile foundation in liquefiable soil deposit with sandwiched non-liquefiable layer
10.1016/j.soildyn.2021.107133 · ExternalCitation · doi-reference
Observed seismic lateral resistance of liquefying sand
10.1061/(asce)1090-0241(2000)126:10(898) · ExternalCitation · doi-reference
Single piles in lateral spreads: Field bending moment evaluation
10.1061/(asce)1090-0241(2003)129:10(879) · ExternalCitation · doi-reference
Lateral resistance of a full-scale pile group in liquefied sand
10.1061/(asce)1090-0241(2005)131:1(115) · ExternalCitation · doi-reference
Behavior of pile foundations in laterally spreading ground during centrifuge tests
10.1061/(asce)1090-0241(2005)131:11(1378) · ExternalCitation · doi-reference
Seismic lateral response of piles in liquefying soil
10.1061/(asce)1090-0241(2005)131:12(1466) · ExternalCitation · doi-reference
Efficient finite-element model for seismic response estimation of piles and soils in liquefied and laterally spreading ground considering shear localization
10.1061/(asce)gm.1943-5622.0000835 · ExternalCitation · doi-reference
Estimation of transient forces in single pile embedded in liquefiable soil
10.1061/(asce)gm.1943-5622.0001788 · ExternalCitation · doi-reference
Simplified hybrid p-y spring model for liquefied soils
10.1061/(asce)gt.1943-5606.0000750 · ExternalCitation · doi-reference
Experimental evaluation of p-y curves considering development of liquefaction
10.1061/(asce)gt.1943-5606.0000802 · ExternalCitation · doi-reference
Effects of sample preparation on sand liquefaction
10.1061/ajgeb6.0000387 · ExternalCitation · doi-reference
Liquefaction and piled foundations: some issues
10.1080/13632460209350431 · ExternalCitation · doi-reference
Winkler springs (p-y curves) for pile design from stress-strain of soils: FE assessment of scaling coefficients using the mobilized strength design concept
10.12989/gae.2013.5.5.379 · ExternalCitation · doi-reference
Influence of axial load on lateral pile response in liquefiable soils. part I: physical modelling
10.1680/geot.8.009.3749 · ExternalCitation · doi-reference
Construction of simplified design p–y curves for liquefied soils
10.1680/jgeot.15.p.116 · ExternalCitation · doi-reference
Soil-pile-superstructure interaction in liquefiable sand
10.3141/1569-07 · ExternalCitation · doi-reference
Effects of liquefaction-induced ground displacements on pile performance in the 1995 Hyogoken-Nambu earthquake
10.3208/sandf.38.special_163 · ExternalCitation · doi-reference
Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods
10.3208/sandf1972.26.3_23 · ExternalCitation · doi-reference
