p-y curves for partially liquefiable soils obtained from element tests

Behavior of large post-liquefaction deformation in saturated Nanjing fine sand

10.1007/s11803-011-0057-1 · doi-reference

Effect of initial relative density on the post-liquefaction behaviour of sand

10.1016/j.soildyn.2017.02.007 · 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 · doi-reference

Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods

10.3208/sandf1972.26.3_23 · doi-reference

Effects of sample preparation on sand liquefaction

10.1061/ajgeb6.0000387 · doi-reference

Experimental evaluation of p-y curves considering development of liquefaction

10.1061/(asce)gt.1943-5606.0000802 · doi-reference

Simplified hybrid p-y spring model for liquefied soils

10.1061/(asce)gt.1943-5606.0000750 · doi-reference

Construction of simplified design p–y curves for liquefied soils

10.1680/jgeot.15.p.116 · doi-reference

Lateral resistance of a full-scale pile group in liquefied sand

10.1061/(asce)1090-0241(2005)131:1(115) · doi-reference

Experimental py curves for liquefied soils from centrifuge tests

10.1007/s11803-021-2059-y · doi-reference

Influence of axial load on lateral pile response in liquefiable soils. part I: physical modelling

10.1680/geot.8.009.3749 · doi-reference

Behavior of pile foundations in laterally spreading ground during centrifuge tests

10.1061/(asce)1090-0241(2005)131:11(1378) · doi-reference

Soil-pile-superstructure interaction in liquefiable sand

10.3141/1569-07 · doi-reference

Single piles in lateral spreads: Field bending moment evaluation

10.1061/(asce)1090-0241(2003)129:10(879) · doi-reference

Observed seismic lateral resistance of liquefying sand

10.1061/(asce)1090-0241(2000)126:10(898) · doi-reference

Estimation of transient forces in single pile embedded in liquefiable soil

10.1061/(asce)gm.1943-5622.0001788 · doi-reference

A practical method for construction of py curves for liquefiable soils

10.1016/j.soildyn.2017.03.002 · doi-reference

Buckling analysis of pile foundation in liquefiable soil deposit with sandwiched non-liquefiable layer

10.1016/j.soildyn.2021.107133 · doi-reference

Seismic performance and mitigation strategies for soil-foundation-structure systems on liquefiable soils

10.1016/j.rineng.2026.109586 · doi-reference

Numerical analysis of seismic performance of inclined piles in liquefiable sands

10.1016/j.soildyn.2020.106274 · doi-reference

Numerical modeling and simulation of pile in liquefiable soil

10.1016/j.soildyn.2009.02.008 · 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 · 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 · 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 · doi-reference

Seismic lateral response of piles in liquefying soil

10.1061/(asce)1090-0241(2005)131:12(1466) · doi-reference

Effects of liquefaction-induced ground displacements on pile performance in the 1995 Hyogoken-Nambu earthquake

10.3208/sandf.38.special_163 · doi-reference

Liquefaction and piled foundations: some issues

10.1080/13632460209350431 · doi-reference