Evaluation of slope stability in earthen canal using GeoStudio simulation: a multi-parameter approach for the Khush Tepa Canal project, Afghanistan

• Failures of canal slopes threaten the economy, the environment, and the safety of people. • The slope stability of the Khush Tepa Canal Project was evaluated using GeoStudio's SLOPE/W. • The FoS were lowest in rapid drawdown scenarios. • Accurate geotechnical modeling is essential for canal design of earthen irrigation systems. . Canal slope failures are critical structural concerns that threaten human lives, the environment, and the economy as a whole. The stability of earthen channel slopes is a key consideration in the design and sustainability of large-scale irrigation systems, particularly in arid and semiarid regions. This study uses GeoStudio's SLOPE/W model to evaluate the slope stability of the Khush Tepa canal, employing a multi-parameter approach. Field and laboratory data were used to determine important geotechnical features, such as soil cohesiveness, internal friction angle, unit weight, and pore-water pressure. This research evaluated numerous scenarios, such as functional seepage, rapid drawdown situations and various bank loading conditions, to figure out their influence on the factor of safety (FoS). The SLOPE/W model was validated against the AACS empirical approach (2019), demonstrating reasonable agreement with the simulated results (14.1% overestimation in steady state; 5.8% underestimation in drawdown). The findings showed that slope stability is extremely susceptible to variations in hydraulic parameters and moisture content, with sudden drawdown scenarios showing the lowest FoS. The results highlight the importance of including thorough geotechnical evaluations and sophisticated numerical modeling in the design phase to ensure the lifespan and structural soundness of irrigation canals. Furthermore, the outcomes of the investigation indicate that the correlations and the use of simulation models perform well in assessing the embankment slope stability. Consequently, the study provides valuable data for engineers and policymakers working on establishing sustainable systems for managing water in comparable geotechnical environments.

Authors

Institutions

Publication Details

Journal
Results in Engineering
Published
2025-06-22
DOI
https://doi.org/10.1016/j.rineng.2025.105864
Citations
1
Primary Topic
Landslides and related hazards
Type
article
Field-Weighted Citation Impact
2.42
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Evaluation of slope stability in earthen canal using GeoStudio simulation: a multi-parameter approach for the Khush Tepa Canal project, Afghanistan

Bahram Karimi, Nazir Ahmad Qani, Jahanzeb Rahimi
1 citations
Results in Engineering
Landslides and related hazards
2.42
article

Evaluation of slope stability in earthen canal using GeoStudio simulation: a multi-parameter approach for the Khush Tepa Canal project, Afghanistan

Bahram Karimi, Nazir Ahmad Qani, Jahanzeb Rahimi
article en
1 citations

Abstract

• Failures of canal slopes threaten the economy, the environment, and the safety of people. • The slope stability of the Khush Tepa Canal Project was evaluated using GeoStudio's SLOPE/W. • The FoS were lowest in rapid drawdown scenarios. • Accurate geotechnical modeling is essential for canal design of earthen irrigation systems. . Canal slope failures are critical structural concerns that threaten human lives, the environment, and the economy as a whole. The stability of earthen channel slopes is a key consideration in the design and sustainability of large-scale irrigation systems, particularly in arid and semiarid regions. This study uses GeoStudio's SLOPE/W model to evaluate the slope stability of the Khush Tepa canal, employing a multi-parameter approach. Field and laboratory data were used to determine important geotechnical features, such as soil cohesiveness, internal friction angle, unit weight, and pore-water pressure. This research evaluated numerous scenarios, such as functional seepage, rapid drawdown situations and various bank loading conditions, to figure out their influence on the factor of safety (FoS). The SLOPE/W model was validated against the AACS empirical approach (2019), demonstrating reasonable agreement with the simulated results (14.1% overestimation in steady state; 5.8% underestimation in drawdown). The findings showed that slope stability is extremely susceptible to variations in hydraulic parameters and moisture content, with sudden drawdown scenarios showing the lowest FoS. The results highlight the importance of including thorough geotechnical evaluations and sophisticated numerical modeling in the design phase to ensure the lifespan and structural soundness of irrigation canals. Furthermore, the outcomes of the investigation indicate that the correlations and the use of simulation models perform well in assessing the embankment slope stability. Consequently, the study provides valuable data for engineers and policymakers working on establishing sustainable systems for managing water in comparable geotechnical environments.

Results in EngineeringVol. 27
Kandahar University (AF)
Openalex Percentile: Top 11%
Landslides and related hazards
2.42
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.