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Showing 3 results for asghari pari

Dr Sayed Ali Asghari Pari,
Volume 18, Issue 1 (Spring 2024)
Abstract

Pile design is subject to a number of uncertainties that must be addressed to ensure the reliability and safety of the foundation. A common approach to reduce uncertainties in pile design is to calibrate the resistance factor in the Load and Resistance Factor Design (LRFD) method through reliability analysis. However, it is important to recognize that the LRFD method may not fully account for uncertainties associated with soil and pile resistances. The results of this study show that the separate consideration of base and wave resistance can lead to a more accurate and reliable design of piles. The proposed method can help engineers make more informed decisions and reduce uncertainties in pile design. In addition, the study highlights the importance of considering different factors such as the ratio of dead to live load and the ratio of base to shaft resistance when calculating the resistance factor.

Dr Seyed Ali Asghari Pari,
Volume 19, Issue 5 (English articles 2025)
Abstract

This study investigates the effect of Soil-Water Characteristic Curve (SWCC) parameters on the slope stability of an earth dam under steady-state and rapid drawdown conditions. Given the importance of unsaturated soil behavior in earth dams, this research employs principles of unsaturated soil mechanics to analyze the influence of SWCC parameters on water flow rate and slope stability.The results indicate that parameters a and n positively enhance the flow rate, while an increase in parameter m reduces it. In slope stability analysis, parameters of SWCC showed negligible effects on the downstream slope stability, whereas an increase in m caused a slight reduction in the safety factor. Under rapid drawdown conditions, all parameters initially led to a decrease in the safety factor, but stability was restored after 10 days. Additionally, accounting for the unsaturated unit weight of the soil improved the safety factor in both steady-state and rapid drawdown scenarios. These findings highlight the critical role of unsaturated soil conditions in the design and stability analysis of earth dams.

Dr Seyed Ali Asghari Pari,
Volume 19, Issue 6 (Accepted Articles 2025)
Abstract

The present study systematically compares probabilistic slope stability analysis using three widely used geotechnical engineering software packages: PLAXIS LE V21, GeoStudio 2024 (SLOPE/W module), and Slide2. Given the critical importance of risk assessment and the inherent uncertainty in soil parameters, probabilistic analysis has emerged as an essential approach for quantifying uncertainties and calculating key metrics such as probability of failure and reliability index. This research evaluates the capabilities, accuracy, efficiency, and limitations of each software by performing identical analyses on three distinct scenarios (homogeneous soil, three-layered soil, and pseudo-static conditions) while employing ten common limit equilibrium methods. The results demonstrate that all three software packages are capable of conducting probabilistic analyses with acceptable accuracy; however, each offers distinct strengths: Slide2 is ideal for complex risk analyses due to its specialized tools and advanced graphical visualizations; GeoStudio is better suited for routine projects owing to its intuitive user interface and seamless integration with other modules; and PLAXIS LE excels in computationally demanding problems through its high numerical accuracy and hybrid finite element limit equilibrium (FELA) approach. This study provides practical guidance for engineers in selecting the most appropriate software based on project complexity, required accuracy, and available resources. It also emphasizes the advantages of probabilistic approaches over traditional deterministic analyses in effective risk management.



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