Depth Wall and the Stability of Anchored Retaining Walls

Journal Title: Libyan Journal of Engineering Science and Technology - Year 2022, Vol 2, Issue 2

Abstract

This study aims to use PlAXIS 2D to model an anchored retaining wall with various combinations of the wall's behavior and to create a database that can satisfy Libya's needs for anchored retaining wall design. By using PLAXIS finite element software, the anchored wall's structural design takes into account the soil beneath the wall as well as the soil on its front and rear. Therefore, the purpose of this research is to examine the impact of depth walls on the behavior of anchored walls by employing various walls and loads behind the wall in terms of displacements, bending moments, stresses, and shear forces. The findings demonstrated the PLAXIS model's adaptability in reacting to various combinations of the wall and soil parameters, and also demonstrated distinct structural behavior by the anchored wall with each modification of the wall and soil characteristics. As a result, conclusions relating to various parameter combinations were generated for any associated future research.

Authors and Affiliations

Mohamad Gabar1 , Idrees Saad2 , Rabh Salem3 , Ibtisam. F. Abou-ajaila4 , Mohamed Ali5 , Osama Saleh5 , Muwayyid Abdullah5 , and Hafsah Mohammed5

Keywords

Related Articles

Dry Well Analysis of Well B3A-95, Concession NC-73, Ajdabya Trough, Sirt Basin

All those working in the field of extracting underground resources should understand an important rule of natural laws: "Natural is subject to a state of anxious stability" . Therefore, the imbalance that we will cau...

Solar Water Heating System in Libyan Buildings

— The world today is in great competition to invent the best technologies that will contribute to preserving the sources of natural resources for future generations and providing the best healthy environment. today s...

Verification of Numerical Modeling of Sandy Slope Soils using Non-Woven Geotextile Reinforced under Strip

A mathematical report utilizing limited component investigation (PLAXIS 2D, form 8.2) was completed on both supported and unreinforced non-woven geotextile sand slants to confirm the model experimental outcomes. The...

Petrophysical properties of the Mamuniyat Reservoir Sandstone in I-Oil Field -NC186 , Murzuq Basin-Libya

—This study is attentive on of Petrophysical properties of the Mamuniyat reservoir sandstone in I-Oil Field -NC186 which located in Murzuq Basin which is containing mainly sandstone with litter shale layer using well...

Quantitative Impact of Porosity and Diagenesis on Reservoir Quality of the Upper Cretaceous, Lidam Formation in Gialo Oil Field, Sirte Basin, NE Libya

t-The paper discuses identifying of relationship of porosity and digenesis of the Lidam Carbonate Reservoir in 3V4-NC59E of Gialo Oil Field in Sirte Basin by means of well log data. The date used for the evaluation o...

Download PDF file
  • EP ID EP716335
  • DOI -
  • Views 85
  • Downloads 0

How To Cite

Mohamad Gabar1, Idrees Saad2, Rabh Salem3, Ibtisam. F. Abou-ajaila4, Mohamed Ali5, Osama Saleh5, Muwayyid Abdullah5, and Hafsah Mohammed5 (2022). Depth Wall and the Stability of Anchored Retaining Walls. Libyan Journal of Engineering Science and Technology, 2(2), -. https://europub.co.uk/articles/-A-716335