A Comparison Study between Traditional and Finite Element Methods for Slope Stability Evaluations

Göktepe, Fatih; Keskin, İnan

doi:10.1007/s12594-018-0864-3

Cited by 14 publications

(11 citation statements)

References 21 publications

Supporting

Mentioning

Contrasting

Unclassified

Order By: Relevance

“…There are several numerical methods using finite element method that have been conducted by previous researchers, for example, Ishii et al [28], Fawaz et al [29], and Maji [30]. Göktepe [31] analysed slope stability during construction of a stadium on the Karabük University by employing three software like Plaxis, Geoslope, and Slide. This study will carry out Geoslope software to analyse the slope stability along Pademangan Timur channel.…”

Section: Methodsmentioning

confidence: 99%

The analysis of Ancol polder system as flood prevention infrastructure in Jakarta

Prastica

2018

MATEC Web Conf.

View full text Add to dashboard Cite

Abstract. Flooding in Jakarta is a common phenomenon that is caused by climate changes. One of the government's actions is building polders in Jakarta to prevent the flooding. However, these polders seem to not significantly affect it. This research aims to analyse Ancol Polder in North Jakarta as flood prevention infrastructure. This research uses Muskingum Cunge and O'Donnel and Muskingum Extended methods to analyse the hydrographs. This research analyses the performance of channel capacity by HEC-RAS modelling approach and observes its stabilization using GeoStudio 2012. The existing condition of the channel still accommodates the maximum outflow that enters the stream. Furthermore, its stability is safe in all of the reviewed STA in Pademangan Timur channel.

show abstract

Section: Methodsmentioning

confidence: 99%

The analysis of Ancol polder system as flood prevention infrastructure in Jakarta

Prastica

2018

MATEC Web Conf.

View full text Add to dashboard Cite

show abstract

“…Göktepe & Keskin [1] define a landslide as "the downslope movement of soil or rock material under the influence of gravity". Heavy rains, deforestation, and land use are factors that can accelerate landslides.…”

Section: Introductionmentioning

confidence: 99%

“…Deforestation for instance can weaken the integrity of the topsoil and reduce slope strength leading to landslides. The most important factor contributing to landslides is arguably the slope angle [1]. The slope angle is directly proportional to the shear stress in the soil or any unconsolidated material.…”

Section: Introductionmentioning

confidence: 99%

“…A simple example can be through "reducing friction on slopes", "adding weight to slopes", "reducing the resisting mass", and "making the angle of the slope steeper" [2]. All these factors can result in landslides if not adequately monitored [1]. Irrigation, clearing of vegetation, digging, etc.…”

Section: Introductionmentioning

confidence: 99%

“…Irrigation, clearing of vegetation, digging, etc. reduces the slope strength [1,3], while slope angle is the most significant component of slope stability analysis [1], and in actual sense the slope angle is As the smallest of the four municipalities in the district, Thulamela is spread over about 2642 km². It is, however, the largest in the province in terms of population size [22].…”

Section: Introductionmentioning

confidence: 99%

See 2 more Smart Citations

Influence of Rainfall Intensity on the Stability of Unsaturated Soil Slope: Case Study of R523 Road in Thulamela Municipality, Limpopo Province, South Africa

Sengani

Mulenga

2020

Applied Sciences

View full text Add to dashboard Cite

The purpose of this paper was to analyze the impact of extreme rainfall on the recurrence of slope instability using the Thulamela Municipality roads (R523) as a case study. To this end, the historical rainfall data of the area of study were analyzed between 1988 and 2018. The results show that a significant increase in rainfall is usually experienced in the summer months of December and January. Following this, the factor of safety (FoS) of slopes of silt clay, clay, and clay loam soils were estimated using the SLIDE simulator (Numerical software “Finite Element Method (FEM)”) under sunny to rainy conditions of the area. A complementary model, FLACSlope (Numerical software “Finite Difference Method (FDM)”), was utilized to simulate FoS and pore water pressure in sunny and rainy conditions of the area. Simulation results show that extreme rainfall has the ability to reduce the shear strength and resistance of the soil slope material. This may explain the recurrent landslides noted in the area. Finally, the water pore pressure has been simulated to increase with the increased water table, which generally pushes the soil particles apart and reduces the stress between the particles resulting in soil slope failure. Extreme rainfall alters the phase of the material solid in a manner that may require further research for a better understanding.

show abstract

Development of Groundwater Level Fluctuation Response System Subjected to Rainfall for Slope Stability Forecasting

Ismail

Abustan

2020

J Geol Soc India

View full text Add to dashboard Cite

A Comparison Study between Traditional and Finite Element Methods for Slope Stability Evaluations

Cited by 14 publications

References 21 publications

The analysis of Ancol polder system as flood prevention infrastructure in Jakarta

The analysis of Ancol polder system as flood prevention infrastructure in Jakarta

Influence of Rainfall Intensity on the Stability of Unsaturated Soil Slope: Case Study of R523 Road in Thulamela Municipality, Limpopo Province, South Africa

Development of Groundwater Level Fluctuation Response System Subjected to Rainfall for Slope Stability Forecasting

Contact Info

Product

Resources

About