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Elastic Settlement Analysis of Rigid Rectangular Footings on Sands and Clays [PDF]

open access: yesGeosciences, 2020
In this paper an elastic settlement analysis method for rigid rectangular footings applicable to both clays and sands is proposed. The proposed method is based on the concept of equivalent shape, where any rectangular footing is suitably replaced by a ...
Lysandros Pantelidis, Elias Gravanis
doaj   +3 more sources

Study on Surface Grouting Reinforcement Effect of Small Clear Distance Tunnel in Soil-rock Composite Stratum [PDF]

open access: yesE3S Web of Conferences, 2021
Based on the Yingxiongshan tunnel project in Jinan, a numerical calculation model of tunnel excavation considering the surface grouting reinforcement effect of soil-rock composite stratum is established, and the effects of elastic modulus and grouting ...
Peng Lu-qiang, Chen Shi-hai
doaj   +1 more source

Comparative Analysis of Kazakhstani and European Design Specifications: Raft Foundation, Pile Foundation, and Piled Raft Foundation

open access: yesApplied Sciences, 2021
The introduction of Eurocode in Kazakhstan allows for the application of modern technological innovations and the elimination of technical barriers for the realization of international projects.
Assel Zhanabayeva   +5 more
doaj   +1 more source

B‌E‌H‌A‌V‌I‌O‌U‌R O‌F S‌T‌R‌I‌P F‌O‌O‌T‌I‌N‌G‌S O‌N S‌A‌N‌D‌S R‌E‌I‌N‌F‌O‌R‌C‌E‌D B‌Y G‌E‌O‌C‌E‌L‌L A‌N‌D R‌U‌B‌B‌E‌R P‌A‌R‌T‌I‌C‌L‌E‌S S‌U‌B‌J‌E‌C‌T‌E‌D T‌O C‌Y‌C‌L‌I‌C L‌O‌A‌D‌I‌N‌G [PDF]

open access: yesمهندسی عمران شریف, 2018
G‌e‌o‌s‌y‌n‌t‌h‌e‌t‌i‌c‌s h‌a‌v‌e b‌e‌e‌n e‌x‌t‌e‌n‌s‌i‌v‌e‌l‌y u‌s‌e‌d a‌s s‌o‌i‌l r‌e‌i‌n‌f‌o‌r‌c‌e‌m‌e‌n‌t‌s u‌n‌d‌e‌r f‌o‌o‌t‌i‌n‌g‌s e‌s‌p‌e‌c‌i‌a‌l‌l‌y i‌n s‌o‌f‌t g‌r‌o‌u‌n‌d‌s. G‌e‌o‌c‌e‌l‌l i‌s a f‌o‌r‌m o‌f t‌h‌r‌e‌e-d‌i‌m‌e‌n‌s‌i‌o‌n‌a‌l r‌e‌i‌
M. Mohammadi   +2 more
doaj   +1 more source

A 2D semi-analytical analysis of the time-dependent settlement of a shallow foundation placed near the soil slope [PDF]

open access: yesAnalytical and Numerical Methods in Mining Engineering, 2022
To assess the safety of the foundation, the ultimate bearing capacity, as well as the settlement of the footing, should be studied. The bearing capacity of a footing built near the slope has been widely investigated.
هادی حقگویی   +3 more
doaj   +1 more source

Analysis of Settlement of Group Pile Foundation in Linear Viscoelastic Soil

open access: yesAdvances in Civil Engineering, 2023
The settlement of a group pile foundation is the result of elastic-plastic settlement of the pile and rheological settlement of the soil. Unfortunately, most research only considers elasto-plasticity settlement of piles or rheological settlement of soils.
Long Li, Yousheng Deng
doaj   +1 more source

Comparative Analysis of Kazakhstani and European Approaches for the Design of Shallow Foundations

open access: yesApplied Sciences, 2020
The design of shallow foundations is performed in accordance with different building regulations depending on geotechnical and geological conditions. This paper involves the design calculations applying Kazakhstani and European approaches.
Assel Shaldykova   +5 more
doaj   +1 more source

Sensitivity analysis of ground settlement induced by pipe-jacking construction in soft soil stratum [PDF]

open access: yesE3S Web of Conferences, 2019
Taking the ground settlement while pipe-jacking construction in soft soil as the engineering background, the effect of pipe jacking were studied by numerical simulation.
Han Xianmin   +3 more
doaj   +1 more source

Analysis of Settlement Behaviour of Soft Ground Under Wide Embankment

open access: yesThe Baltic Journal of Road and Bridge Engineering, 2021
An elastoplastic numerical model for calculating the consolidation settlement of wide embankment on soft ground is established using PLAXIS finite element software to investigate the settlement behaviour of soft ground under the wide embankment.
Xin Jiang   +6 more
doaj   +1 more source

The influence of the parameters of the diaphragm wall on the deformation of the excavation [PDF]

open access: yesE3S Web of Conferences, 2020
A model of a certain excavation was established using PLAXIS 3D, and the measured value was compared with the calculated value. The thickness, elastic modulus, and embedded depth of the diaphragm wall are analysed by the controlled variable method.
CHEN Peng-fei, GONG Xiao-nan
doaj   +1 more source

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