Results 51 to 60 of about 437 (180)

Enhanced Stability and Liquefaction Resistance of Earth Dams With a Proposed Method of Geosynthetic Reinforcements

Advances in Civil Engineering, Volume 2025, Issue 1, 2025.
This study evaluates the static and seismic stability of the Narasimharaya Sagar (Gorukallu Balancing Reservoir) earthen dam, located in India’s seismically active Zone II. Using GeoStudio software, seepage, slope stability, and liquefaction analyses were conducted to assess the dam’s performance under static and dynamic conditions.
Chih-Wei Lu, Sufiyan Ahmad, Zaid Mohammad, Wei-Lin Lee, Hsiu-Chen Wen, Yu-Feng Lin, Arnab Biswas   +6 more
wiley   +1 more source

ANALISIS DAYA DUKUNG PONDASI TIANG-RAKIT PADA DAERAH RAWAN GEMPA MENGGUNAKAN METODE POULUS DAN PROGRAM NUMERIS PLAXIS

Jurnal Teknik Sipil dan Perencanaan, 2016
Yogyakarta are situated in the zone with high potential of seismicity. Based on Indonesia map seismicity area, it categorized in a seismic zone 4. The secondary effect of this earthquake phenomena is a soll settlement due to of decreasng of void volume ...
Rini Kusumawardani, Henry Apriyatno, Rizki Julia Rachmawati, Ririn Anggraini   +3 more
doaj  

Fully Coupled Numerical Analysis of Seismic Behavior of a Shield Tunnel Embedded in Nonuniform Liquefiable Soils

Advances in Civil Engineering, Volume 2025, Issue 1, 2025.
Large‐diameter subsea shield tunnels in coastal areas may inevitably cross saturated soils with different liquefaction resistance and are thus susceptible to seismic damage during earthquakes. This study investigated the seismic response and deformation mechanism of a shield tunnel embedded in nonuniform liquefiable soils subjected to transverse ground
Qingyu Meng, Qiang Wu, Qing Zeng, Fei Huo, Guoguo Liu, Meng Gao   +5 more
wiley   +1 more source

Three‐Dimensional Numerical Analysis of Traffic‐Induced Vibrations: Investigating the Effects of Road Surface Unevenness and Soil Stiffness

Advances in Civil Engineering, Volume 2025, Issue 1, 2025.
In the present paper, a three‐dimensional (3D) numerical model was established to assess the ground vibrations induced by vehicles traversing road surface irregularities. The equations of motion for the coupled system, comprising a multibody vehicle model and road unevenness profiles, were first solved to determine the dynamic vehicle loads.
Hussein Hadi Hussein, Mohannad Mhanna, Jianyong Han   +2 more
wiley   +1 more source

Uncertainty assessment of a dike with an anchored sheet pile wall using FEM

E3S Web of Conferences, 2016
The Dutch design codes for the dikes with retaining walls rely on Finite Element Analysis (FEM) in combination with partial safety factors. However, this can lead to conservative designs.
Rippi Aikaterini, Nuttall Jonathan, Teixeira Ana, Schweckendiek Timo   +3 more
doaj   +1 more source

Soil-Structure Interraction Using Plaxis 2D Software

International Journal of Scientific Research in Engineering and Management
Abstract-This project analyzes soil–structure interaction (SSI) of strip footings using PLAXIS 2D. Various soil types—soft clay, stiff clay, sandy clay, sand, and dense sand—are modeled to study their effects on bearing capacity and load–settlement behavior under central and eccentric loading.
Vinayak . Bobbi, Abdul Rahman Shaikh s, Gourish Babu Ambiga, Sandeep Talekar   +3 more
openaire   +1 more source

Numerical Study of Soil–Nail Structural Elements Performance Using Different Soil Constitutive Models

Advances in Civil Engineering, Volume 2025, Issue 1, 2025.
Contemporary geotechnical engineering practice increasingly employs soil nailing technology for slope stabilization and excavation support. This necessitates comprehensive evaluation of not only stability but also wall displacements and nail performance to ensure structural integrity.
Habtamu Kefyalew Molla, Henok Fikre Gebregziabher, Arnab Biswas   +2 more
wiley   +1 more source

Slope Stability Analysis by Using Plaxis 2d in Kudiyanmala

Geotechnical investigations are essential for the design and construction of retaining walls,as they provide information about the soil conditions and slope stability. Plaxis 2D is a finite element software package that can be used to model and analyse the behavior of geotechnical structures, including retaining walls.The report disscuss the ...
Ms Hridya P, Amain P, Anjali Mathew, Anamika C, abhay Kp   +4 more
openaire   +1 more source

Numerical Analysis of Parametric Effects on Pile‐Stabilized Slopes Under Lateral Load

Advances in Civil Engineering, Volume 2025, Issue 1, 2025.
Slope instability poses significant risks to infrastructure, demanding effective stabilization methods. Piles have been widely used as a slope stabilization method because of their ability to resist lateral soil pressure and transfer loads to competent strata with little disturbance.
Nagessa Zerihun Jilo, Nebiyou Gebrehana, S. M. Assefa, Eleyas Assefa, Hirei Mohammed Hussen, Meng Gao   +5 more
wiley   +1 more source

Compaction Effort of Reinforced Soil Near Vertical Facing Panel of Mechanically Stabilized Earth Wall Reinforced With Steel Strips

Advances in Civil Engineering, Volume 2025, Issue 1, 2025.
The construction of mechanically stabilized earth (MSE) walls are becoming common throughout the world for their satisfactory performance and economic importance. The performance of such structures majorly depends on the compaction of the reinforced soil for the good bondage of the reinforcing element with the reinforced soil.
Abrham Yeshitila Habte, Henok Fikre Gebregziabher, T. Q. K. Lam   +2 more
wiley   +1 more source