2024
DOI: 10.1061/ijgnai.gmeng-8995
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A Generalized Framework to Estimate the Seismic Active Thrust on Rigid Retaining Walls with Partially Saturated Backfill

V. S. Ramakrishna Annapareddy,
Adnan Sufian,
Anindya Pain
et al.
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Cited by 3 publications
(2 citation statements)
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“…The method of parametric inverse analysis is widely used in engineering and slope engineering under complex geological conditions [14][15][16][17]. Zhang et al used different theoretical methods to analyze the distribution law of soil pressure on the side of the diaphragm wall and verified the applicability of the theoretical methods, which was in good agreement with the measured values [18,19], which provides a certain theoretical basis for this paper to use finite element numerical simulation to carry out parameter sensitivity analysis. Zhang et al [20] employed a design method for resisting the overturning of rigid retaining walls in unsaturated soil excavations and verified the applicability of the adopted approach.…”
Section: Introductionsupporting
confidence: 52%
“…The method of parametric inverse analysis is widely used in engineering and slope engineering under complex geological conditions [14][15][16][17]. Zhang et al used different theoretical methods to analyze the distribution law of soil pressure on the side of the diaphragm wall and verified the applicability of the theoretical methods, which was in good agreement with the measured values [18,19], which provides a certain theoretical basis for this paper to use finite element numerical simulation to carry out parameter sensitivity analysis. Zhang et al [20] employed a design method for resisting the overturning of rigid retaining walls in unsaturated soil excavations and verified the applicability of the adopted approach.…”
Section: Introductionsupporting
confidence: 52%
“…In addition, this ultra-deep pit has a high original groundwater table and has systematic drainage measures. According to unsaturated soil mechanics and previous studies [49][50][51][52], groundwater and unsaturated zones above the saturation zone may play a crucial role in the stability of pit walls. Discussing the effect of soil on the pit wall after dewatering will be a very valuable research direction for the next phase of this study.…”
Section: Discussionmentioning
confidence: 96%