State-bounded directional accumulation in post-liquefaction sand: A hypoplastic formulation for asymmetric cyclic deformation

Experiments on saturated sand show finite, bilateral post-liquefaction strain accumulation with a larger strain excursion on the triaxial-extension (TE) than on the triaxial-compression (TC) side, whereas existing constitutive treatments still struggle to reproduce this asymmetric response without persistent or unbounded directional accumulation. To address this gap, a state-bounded directional mechanism is introduced into the hypoplastic model by coupling a smooth three-dimensional loading-direction weighting with the evolving semifluidized state, requiring only one additional material parameter, k A . After calibration against one cyclic test, the same parameter set is applied unchanged to two additional density–loading conditions. Additional cross-path evaluations further cover monotonic and cyclic drained and oedometer tests, together with stress- and strain-controlled CU loading conditions. The model reproduces the measured TE-biased strain partition while largely preserving the effective-stress path and loop half-width. The mean absolute error of the final-cycle centre decreases from 1.34 % to 0.20 %, an improvement of approximately 85 %. Long-cycle analysis shows that a permanent directional bias produces persistent ratcheting, reaching a cycle centre of − 24.82 % at 200 cycles, whereas the proposed model retains a finite offset of − 3.05 % with a strongly decaying per-cycle drift. Activity ablations identify the state-exhaustion term as the key ingredient governing long-cycle boundedness, while pressure activation localises and scales the mechanism during semifluidized excursions. Parameter sensitivity further shows that k A primarily governs directional strain redistribution with little influence on overall loop widening. The proposed formulation therefore provides a compact constitutive route for representing finite, asymmetric, and long-cycle-bounded post-liquefaction deformation without sacrificing the established cyclic-mobility response.

Authors

Institutions

Publication Details

Journal
Computers and Geotechnics
Published
2026-09-28
DOI
https://doi.org/10.1016/j.compgeo.2026.108692
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
article

State-bounded directional accumulation in post-liquefaction sand: A hypoplastic formulation for asymmetric cyclic deformation

Weidong Lyu, Yang Liu, Jinwei Qiu, Xudong Zhao
Computers and Geotechnics
Geotechnical Engineering and Soil Mechanics
article

State-bounded directional accumulation in post-liquefaction sand: A hypoplastic formulation for asymmetric cyclic deformation

Weidong Lyu, Yang Liu, Jinwei Qiu, Xudong Zhao
article en

Abstract

Experiments on saturated sand show finite, bilateral post-liquefaction strain accumulation with a larger strain excursion on the triaxial-extension (TE) than on the triaxial-compression (TC) side, whereas existing constitutive treatments still struggle to reproduce this asymmetric response without persistent or unbounded directional accumulation. To address this gap, a state-bounded directional mechanism is introduced into the hypoplastic model by coupling a smooth three-dimensional loading-direction weighting with the evolving semifluidized state, requiring only one additional material parameter, k A . After calibration against one cyclic test, the same parameter set is applied unchanged to two additional density–loading conditions. Additional cross-path evaluations further cover monotonic and cyclic drained and oedometer tests, together with stress- and strain-controlled CU loading conditions. The model reproduces the measured TE-biased strain partition while largely preserving the effective-stress path and loop half-width. The mean absolute error of the final-cycle centre decreases from 1.34 % to 0.20 %, an improvement of approximately 85 %. Long-cycle analysis shows that a permanent directional bias produces persistent ratcheting, reaching a cycle centre of − 24.82 % at 200 cycles, whereas the proposed model retains a finite offset of − 3.05 % with a strongly decaying per-cycle drift. Activity ablations identify the state-exhaustion term as the key ingredient governing long-cycle boundedness, while pressure activation localises and scales the mechanism during semifluidized excursions. Parameter sensitivity further shows that k A primarily governs directional strain redistribution with little influence on overall loop widening. The proposed formulation therefore provides a compact constitutive route for representing finite, asymmetric, and long-cycle-bounded post-liquefaction deformation without sacrificing the established cyclic-mobility response.

Computers and GeotechnicsVol. 203
Hong Kong Polytechnic University (HK), Wuhan University of Science and Technology (CN), Changjiang River Scientific Research Institute (CN), Hubei University of Technology (CN)
Climate action
Openalex Percentile: Top 18%
Geotechnical Engineering and Soil Mechanics
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.