Results 71 to 80 of about 4,317 (206)
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
The use of a DMT to monitor the stability of the slopes of a clay exploitation pit in the Boom clay in Belgium [PDF]
, 2015 In Belgium the Boom Clay is a well known overconsolidated clay formation. This Tertiary clay, with the same geological origin as the London Clay, is used for the fabrication of bricks, roofing tiles. In the article is described how the DMT can be used to
Peiffer, Herman
core
Error in prediction due to data type availability in a coupled hydro-mechanical model [PDF]
, 2017 Different types of data provide different type of information. The present research analyzes the error on prediction obtained under different data type availability for calibration. The contribution of different measurement types to model calibration and
Aguinaga, José Guillermo De
core +2 more sources
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 +5 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 DergisiIncreasing 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 +4 more
doaj +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 +3 more
core
Field Test and Numerical Simulation of Squeezing Effect of Large‐Diameter Pipe Piles
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.In order to study the squeezing effect of static press large‐diameter single pile and piles group in layered soil, field tests of static press large‐diameter pipe piles were carried out based on a project under construction, and numerical simulations of the squeezing effect of single piles and piles group were conducted using finite element software ...
Yongqiang An +4 more
wiley +1 more source
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.To investigate the deformation effects of different excavation sequences on subway stations adjacent to complex group foundation pit projects, this study, leveraging an actual project in Changzhou, conducted numerical simulations using the finite element software PLAXIS 3D.
Shangwei Ju +4 more
wiley +1 more source
Three-Dimensional Finite Element Simulation of the Buried Pipe Problem in Geogrid Reinforced Soil
Journal of Engineering, 2016 Buried pipeline systems are commonly used to transport water, sewage, natural oil/gas and other materials. The beneficial of using geogrid reinforcement is to increase the bearing capacity of the soil and decrease the load transfer to the underground ...
Mohammed Yousif Fattah, Prof. Dr. +2 more
doaj
Applications of Modelling and Simulation, 2023 Structures are affected by additional forces due to the different lateral loads that may cause foundation failure. Many studies of infilled frames' behavior under lateral loads were performed, but the effect of walls' existence on the foundation’s ...
Maher Taha EL-Nemr +3 more
doaj