In slope instability hazard assessment, it is essential to account for uncertainties associated with both soil heterogeneity (the mechanical and physical properties of the soil) and environmental conditions, such as hydraulic boundary conditions, external loads, and seismic actions. This study investigates the reliabil...
Naima Rahmani, Hocine Dehmous, Nacera Hassani et al.· International Journal of Eng...· 0 citations
Rainfall infiltration poses a critical threat to anchored slope stability, challenging traditional deterministic methods for long-term safety assessment. This study develops an integrated reliability analysis framework coupling unsaturated seepage flow, a segmented slip surface method, and Monte Carlo simulation. Appli...
Ye-Chen Zhang, Hai-Tao Wang, Yi Yang et al.· Advanced Engineering Forum· 0 citations
Geological modelling plays a critical role by improving subsurface characterization and supporting engineering decision-making. This study presents an integrated geostatistical modelling framework for spatial characterization of lithology, core recovery, rock quality designation (RQD) and percolation geoparameters at B...
D. Aswar, S. D. Khandekar, Ganesh S. Ingle et al.· Research on Engineering Stru...· 0 citations
Probabilistic stability analysis of soil slopes is essential for reliable geotechnical design due to pronounced uncertainties in soil strength and hydraulic parameters. Although crude Monte Carlo simulation (MCS) provides a robust benchmark, its prohibitive computational cost and the limitations of gradient-based m...
Kenue Abdul Waris, B. M. Basha· Journal of computing in civi...· 0 citations
Calibration of soil parameters is essential for reliable geotechnical analysis, yet remains challenging due to limited field measurements, model discrepancy, correlated outputs and the need to incorporate multiple-source data types. This paper proposes a sequential Bayesian framework that enables staged data assimilati...
Ning-Xin Yang, Truong Le, L. Zdravković et al.· Geotechnique· 0 citations
The conventional deterministic slope-stability analyses of earth dams cannot quantify failure probability arising from natural variability and measurement uncertainty in geotechnical parameters. In this study, a probabilistic framework is devised that combines Monte Carlo simulation (MCS) using limit-equilibrium analys...
Munadhil Ali Hasan· Muthanna Journal of Engineer...· 0 citations
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