Effect of Contact Pressure on the Lateral Capacity of Piles
Pakistan Journal of Engineering & Technology, 2022 This study aims to determine how to contact pressure affects pile capacity. First, a single pile model was subjected to a total of six tests, five conducted under varying surface loads and one conducted on a single pile raft.
Wali Ullah +5 more
doaj +1 more source
Prediction of vertical bearing capacity of waveform micropile [PDF]
, 2019 This study proposes a predictive equation for bearing capacity considering the behaviour characteristics of a waveform micropile that can enhance the bearing capacity of a conventional micropile.
Han, J.-T. +3 more
core +1 more source
Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ, 2023 This study conducted an experimental and numerical investigation to examine the pullout behavior of a single pile in sand soil with a specific density. The soil testing model was constructed to simulate real-world geotechnical applications where the soil
Shaymaa Alsamia, Edina Koch
doaj +1 more source
Soil-Foundation Interaction and Its Influences on Some Geotechnical Properties of Sulaimaniyah, Northern Iraq Fine-Grained Soils Utilizing Plaxis 3D [PDF]
Engineering and Technology Journal, 2023 Foundations of various construction projects usually can be either shallow or deep foundations. A mat foundation is one of the common shallow foundations typically utilized for various types of buildings.
Nihad Salih, Tavga Abdalla, Fadhl Ahmed
doaj +1 more source
Reinforced soft soil by CSV with/without polypropylene fiber: experimental and numerical analysis
Fracture and Structural Integrity, 2022 Columns of mixed soil-sand-cement (CSV) is one of the most unused methods for reinforcing soils. To this end, in this paper, consolidated drained triaxial compression tests were carried out to investigate the effectiveness of CSV to reinforce the soft ...
Souadeuk Anouar, Boudaoud Zeineddine
doaj +1 more source
Numerical Study of Stress Distribution in Soft Clay Treated with Stone Column [PDF]
E3S Web of Conferences, 2023 This study used a finite element analysis approach employing Plaxis 3D to analyze the stress concentration ratio, a critical parameter in geotechnical engineering, to examine stresses operating on stone columns and soft soils.
Al-Waily Maki J. M., Al-Qaisi Maysa S.
doaj +1 more source
Numerical investigation of tunneling induced surface movement: A case study of MRT line 1, Dhaka
Underground Space, 2023 The proposed underground tunnel for Mass Rapid Transit Line 1, Dhaka brings immense attention to the engineers and experts not only because of its construction challenges through a densely-built city, but also for the potential tunneling-induced ground ...
Khondaker Sakil Ahmed +2 more
doaj +1 more source
Analysis of a shaft using 2D & 3D finite element programs [PDF]
, 2016 Εθνικό Μετσόβιο Πολυτεχνείο--Μεταπτυχιακή Εργασία. Διεπιστημονικό-Διατμηματικό Πρόγραμμα Μεταπτυχιακών Σπουδών (Δ.Π.Μ.Σ.) “Σχεδιασμός και Κατασκευή Υπόγειων ...
Serafis, Andreas +1 more
core +1 more source
Behaviour of Encased Stone Columns in Soft Clay [PDF]
Journal of Engineering Research - Egypt, 2022 Ground improvement techniques are commonly used at many sites where the existing soil conditions are very weak which to lead to unsatisfactory performance.
Mohamed Mugahed Sakr +2 more
doaj +1 more source
Numerical modeling of mechanically earth walls stabilized by plate anchors under the vibration of high-speed train [PDF]
مهندسی عمران شریف, 2023 The advancement of technology with an increasing population has led to the requirement for high-speed mobility trains. High-speed transportation by trains requires passing through soft soil conditions, which requires stability. High-speed trains are used
A.S. Moaradi Andarab +3 more
doaj +1 more source