Results 31 to 40 of about 633,331 (212)

Behavior of Two Parallel Strip Footings on a Sand Cushion over Clay [PDF]

open access: yesJournal of Engineering Research - Egypt, 2021
In this paper, the behavior of two parallel strip footings resting on the surface of a semi-infinite clay is investigated. The effect of stress interference on bearing capacity and settlement are studied using the finite element program PLAXIS 2D.
Mostafa El Sawwaf   +3 more
doaj   +1 more source

Análisis sísmico de un túnel rectangular sumergido, utilizando el programa Plaxis 2D [PDF]

open access: yes, 2022
Esta investigación presenta el análisis sísmico de un túnel vial rectangular excavado a cielo abierto y sumergido, considerando la interacción suelo-estructura con el programa PLAXIS 2D. Para el análisis de la respuesta sísmica de la estructura enterrada,
Saldamando Montero, Alvaro Ted
core  

Theoretical analysis and engineering application of new pile-soil-support system

open access: yesYantu gongcheng xuebao, 2019
The Plaxis 2D finite element software is used to analyze the deformation laws of a new pile-soil-support system with HS model based on a foundation pit in Shanghai. Contrastive analysis is conducted between finite element and measured values. The results
WANG Jie 1, LI Di-an 2, TIAN Bao-ji 3, DU Zuo-long 4, HAN Lei 1
doaj   +1 more source

Utilization of Sustainable Material to Improve the Geotechnical Properties of Silty Clay – Experimental and Numerical Study [PDF]

open access: yesJournal of Engineering Research - Egypt, 2022
Soil reinforcement is a modern and specialized soil improvement field. It includes a variety of procedures involving the placement of inclusions in soil.
Khaled Bahloul
doaj   +1 more source

EVALUATION OF PLATE LOAD TEST RESULTS: A CASE STUDY IN ANKARA/TURKEY

open access: yesEskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, 2022
Plate load test is widely used for bearing capacity and settlement calculations of foundations. In this study, 6 plate load tests were carried out to determine the bearing capacity and settlement of the foundation.
Safa Çevik
doaj   +1 more source

Simulation of Ground Settlement Using Plaxis for the Pekanbaru-Padang Toll Road Construction Project: A Detailed Analysis

open access: yesAndalasian International Journal of Applied Science, Engineering, and Technology
Geotechnical issues often include settlement and soil bearing capacity, which serve as the foundation for toll roads. Each toll road is designed with specific loads and elevations, which sometimes cannot be supported by the consolidation of the existing ...
Muhammad Sultan Mubaraq Saragih   +1 more
doaj   +1 more source

Pengaruh Kehalusan Mesh Plaxis 2d dan 3d terhadap Prediksi Penurunan Konsolidasi pada Proyek Reklamasi Belawan Phase I [PDF]

open access: yes, 2021
Penelitian ini bertujuan untuk menganalisis dan membandingkan besar penurunan konsolidasi dengan metode elemen hingga Plaxis 2D dan 3D dengan beberapa tipe mesh yaitu very coarse, coarse, medium, fine dan very fine dengan data Settlement Plate (S29) di ...
Iskandar, Rudi   +2 more
core   +1 more source

2D Modelling of Geosynthetically Reinforced Piled Embankments : Calibration Methods in PLAXIS 2D & Review of Analytical Guidelines

open access: yes, 2021
This thesis focuses on the 2D modelling of Geosyntheticaly Reinforced Piled Embankments (GRPE) in PLAXIS 2D. In doing so, it explores two main aspects: 1) the calibration of Interface Stiffness Factors (ISFs) governing the soil-pile interaction of ...
Sleiman, Maya
core   +2 more sources

Numerical Modelling of Soil-Nail and Secant Pile in Plaxis 2D: A Case Study of Tomb of Jam Nizam-al-Din Samoo, Makkli Thatta

open access: yesCivil and Environmental Engineering, 2021
The majority of historical heritage structures of Makli, Thatta require rehabilitation. As the Tomb of Jam Nizam-al-Din Samoo is near the slope’s edge, the settlement increased due to slope degradation.
Shah Syed Raghib Abbas   +4 more
doaj   +1 more source

Optimization of parameters of the bearing structures of deep excavations with minimization of environmental impacts [PDF]

open access: yesE3S Web of Conferences, 2019
The aim of the project is optimizing the parameters of deep foundation pits in order to improve their technical efficiency and economic feasibility, and development of an optimization algorithm.
Morozovskiy Pavel   +3 more
doaj   +1 more source

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