Results 61 to 70 of about 437 (180)

Slope Stability Assessment Using Drains: A PLAXIS 2D Analysis at MUET, Jamshoro

Mehran University Research Journal of Engineering and Technology
This research investigation evaluates the slope stability of the road that is adjacent to Mehran University of Engineering and Technology (MUET), Jamshoro's administration building.
FAIZAN ALI ABRO, Zaheer Ahmed Almani, Muhammad Rehan Hakro, Saquaib Almani   +3 more
doaj   +1 more source

Design Analysis of an Underground Tunnel in Tamilnadu

Archives of Civil Engineering, 2018
Underground structures have gained importance in recent times all over the globe. Successful completion of such ventures hinges on accurate and realistic design which is neither optimistic nor conservative, and a balanced design is the need of the hour ...
Vanuva Malaia, Jaya K. P.
doaj   +1 more source

Slope Stability Analysis of Dilbi Open‐Pit Coal Mining Site Using Limit Equilibrium and Finite Element Methods, Jimma Zone, Southwestern Ethiopia

Advances in Civil Engineering, Volume 2025, Issue 1, 2025.
The Dilbi coal mine in the Jima zone of southwestern Ethiopia is an open‐pit site that frequently experiences slope instability. The key challenge is excavating at the optimal slope angle to ensure a minimal stripping ratio and enhance coal recovery. This research aimed to investigate and analyze instability along selected slope portions of open‐pit ...
Usman Zakir, Tola Garo, Yadeta C. Chemeda, Shankar Karuppannan, Sishaw Merdassa, Jian (James) Ji   +5 more
wiley   +1 more source

Insight into numerical characteristics of embedded finite elements for pile‐type structures employing an enhanced formulation

International Journal for Numerical and Analytical Methods in Geomechanics, Volume 48, Issue 1, Page 223-249, January 2024.
Abstract A number of problems encountered in the field of computational geotechnics requires the modelling of numerous pile‐type structures embedded in a three‐dimensional soil continuum. Traditional modelling approaches to this problem result in computational costs that must be regarded as unbearable for most practical purposes.
Andreas‐Nizar Granitzer, Franz Tschuchnigg, Saman Hosseini, Sandro Brasile   +3 more
wiley   +1 more source

Polyurethane based ground improvement for slope stabilisation: experimental and numerical evaluation

Science and Engineering of Composite Materials
The reduction in factor of safety (FOS) of any slope is due to a reduction in total stress. To increase the strength of the soil slope, commonly adopted techniques lead to environmental impact.
Bijivemula Sruthi Reddy, Vijayasimhan Sivapriya   +1 more
doaj   +1 more source

Numerical Modeling of Claystone Slope Stability (Case Study of the Sumedang-Cirebon Road Section Km 68+750)

Media Komunikasi Teknik Sipil
The Sumedang-Cirebon Km 68+750 road section is a national road and an important transportation infrastructure in West Java. Albeit the road section's slope has previously been strengthened with bored pile reinforcement, the slope continues to move.
Dimas Athhariyadi Wahab, Adrin Tohari, Indra Noer Hamdhan   +2 more
doaj   +1 more source

Numerical prediction of bearing capacity and settlement of shallow foundation on overconsolidated clays using the Hardening State Parameter model [PDF]

Građevinski Materijali i Konstrukcije
A numerical analysis was performed to investigate the bearing capacity and settlement behaviour of shallow foundations on overconsolidated clays. Finite element analyses were conducted in PLAXIS 2D using two constitutive soil models: the Modified Cam ...
Obradović Nikola, Jocković Sanja
doaj   +1 more source

The Effect of Excavation Disturbance on the Stability of Bedding Cataclastic Rock Mass High Slope Containing Multimuddy Interlayers

Advances in Civil Engineering, Volume 2024, Issue 1, 2024.
In China, slope engineering occasionally faces landslides in rocky slopes containing muddy interlayers, primarily triggered by excavation activities. These incidents lead to considerable human casualties and substantial economic losses. However, existing studies predominantly concentrate on the excavation‐induced impacts on the stability of rocky ...
Fei Liu, Jiaming Zhang, Pengzheng Guo, Wenlian Liu, Zhiqiang Wang, Jipu Chen, Nicola Buratti   +6 more
wiley   +1 more source

Analisis Pengaruh Fluktuasi Muka Air Waduk terhadap Stabilitas Lereng Waduk Dengan Menggunakan Program Plaxis 2D

Media Komunikasi Teknik Sipil, 2018
Reservoir is needed as a source of water supply to the surrounding populations. The design of a reservoir needs to consider several aspects of soil embankment such as variations in water content and changes in shear soil shear strength and also the ...
Paravita Sri Wulandari, Daniel Tjandra
doaj   +1 more source

Stability Analysis of Landslide Susceptible Areas Using PLAXIS 2D

Landslide occurrences are largely controlled by different causative factors. Geotecnical properties of soil viz-a-viz type of soil, density, cohesion, angle of internal friction, hydraulic conductivity, etc. affect the natural stability of slopes and therefore, these data can be utilized to determine the susceptibility of a slope to landslides. In this
Anu George, Abhishek Anil, Augustas Antony, Junaid Sha Baig   +3 more
openaire   +1 more source