Results 71 to 80 of about 4,492 (225)

Numerical Simulation of Layered Compressible Soils’ Creep Deformation Under Monopile Foundation

Advances in Civil Engineering, Volume 2025, Issue 1, 2025.
Creep deformation, a key issue in foundation stability, is a long‐term soil deformation that can cause significant damage and catastrophic failure to various structures. This numerical investigation aims to estimate the creep deformation variation of layered compressible soils under monopile foundation using the PLAXIS 3D analysis software. Accordingly,
Defaru Katise Dasho, Abdirahman Jamal Ahmed, Ahmad Samim Naimi, Umair Ali, Mustafa Zeybek   +4 more
wiley   +1 more source

Influence of soil properties and mat foundation stiffness on the structural design [PDF]

, 2016
This thesis analyses soil-structure interaction for different foundation mat thicknesses, soil properties and subgrade models. Dimensions of foundation mat, loads and load combinations were determined based on Eurocode standards.
Klinc, Blaž
core   +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

A 3D numerical analysis of the compaction effects on the behavior of panel-type MSE walls

Open Geosciences, 2020
Soil is weak in tension but strong in compression. The resistance to tensile deformation of soil is given by the tensile force of the reinforcement in the reinforced soil, and the tensile force of the reinforcement is generated by the frictional force at
Won Myoung-Soo, Langcuyan Christine P.
doaj   +1 more source

Subway station seismic consideration based on geotechnical study: a case study approach [PDF]

, 2011
Iran is a vast country with 1.6 million square kilometer area and more than 70 million inhabitants. Tehran, the capital of Iran, together with its satellite townships is home to more than one sixth of the country's population which make over 13 million ...
Baharvand, Moharam, Ghiasi, Samad, Ghiasi, Vahed, Hosaini, Seyed Ghavamoddin, Kazemian, Sina, Kim Huat, Bujang, Md Yusoff, Zainuddin, Muniandy, Ratnasamy, Omar, Husaini, Prasad, Arun, Safaei, Mehrdad, Souri, Morteza   +11 more
core   +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

The Evaluation of Effect of Jet Grout Columns to the Settlements in Soils with Numerical Methods

Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi
Increasing population bring together the need for construction on weak soils. At this point, soil improvement methods gain importance in which the problematic properties of soils aimed to enhance.
Eylem Arslan, Ertan Bol, Sedat Sert, Aşkın Özocak, İrem Düzen   +4 more
doaj   +1 more source

Calculation of the foundation settlement during compensation grouting [PDF]

E3S Web of Conferences, 2019
The article presents the issue of correctly calculating the SSC of the foundation bases in the process of compensation grouting. It is shown that the numerical calculation should be performed in two versions: hydrostatic pressure and rear volume strain ...
Luzin Ivan, Ermoshina Lyubov
doaj   +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

ANALISIS TEKANAN AIR PORI MENGGUNAKAN METODE ELEMEN HINGGA DENGAN PEMODELAN MOHR-COULOMB PADA PLAXIS [PDF]

, 2016
Tekanan air pori merupakan salah satu faktor yang dapat mengakibatkan terjadinya rembesan dan mengganggu kestabilan timbunan, terutama timbunan pada struktur bendungan.
Sri Prabandiyani Retno , Wardani, Suharyanto, Suharyanto, Undayani Cita , Sari, Windu , Partono   +3 more
core