Results 181 to 190 of about 4,492 (225)

SETTLEMENT ANALYSIS OF PILE FOUNDATION USING PLAXIS 3D

International Journal of Engineering Applied Sciences and Technology, 2022
In recent years, there are many construction projects which are constructed on the soft soil. Because of the characteristics Sentimental or soft soil, the structures which are built on that are subject to differential settlements. Foundation is one among the methods for reducing differential settlement.
Yudhajit Dey, Soumin Das
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Numerical Analysis of Geocell-Reinforced Embankment Using PLAXIS 3D

2021
The construction of road embankment on soft soil encountered with various challenges in practice, such as bearing failure, slope instability, local failure, differential settlement and lateral movements. Horizontal geocell mattresses have been progressively applied as a reinforced material of road embankment on problematic soil such as soft soil.
Udaya Pratap, Md. Azhar, Awdhesh Kumar Choudhary   +2 more
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Soil Parameters for Design with the 3D PLAXIS Hardening Soil Model

Transportation Research Record: Journal of the Transportation Research Board, 2019
The design and analysis of buried structures presents difficulties that cannot often be solved by closed-form solutions. Finite element methods (FEM) have increasingly become the tool of choice for advanced soil-structure interaction analysis, with three-dimensional FEM being required for irregular non-plane-strain cases.
Jeremy T. Bowers, Mark C. Webb, Jesse L. Beaver   +2 more
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Generalized Three-Dimensional Slope Stability Analysis of Soil Using Plaxis 3D

2021
Slope stability analysis requires sound geotechnical knowledge as well as sophisticated computer code for the design. The set of simplified design charts for analyzing the stability of soil slopes is developed by conducting a number of three-dimensional slope stability analysis using finite element code Plaxis 3D.
P. M. Shafna, T. R. Anjana
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Stability Analysis of Slope in Kuranjeri During Kerala Flood 2018 Using PLAXIS-3D

2021
Landslide or landslip is defined as a type of mass movement in which a mass of rock, debris or earth down a slope under the direct influence of gravity. In this study, Kuranjeri of Thrissur district has been selected where landslides occurred during 2018 Kerala floods.
Lakshmi Manohar, A. K. Vasudevan
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Comparison of structural elements response in PLAXIS 3D and SAP2000

2014
In this paper the response of a number of structural models subjected to different loading conditions is analysed with the codes PLAXIS 3D and SAP2000. The goal of such a comparison is the assessment of the structural elements performance in PLAXIS 3D as compared to that obtained by the well-known SAP2000, a widely used code for structural analysis. An
GRAGNANO, CARMINE GERARDO, FARGNOLI, VALENTINA, BOLDINI, DANIELA, Amorosi A.   +3 more
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Dewatering Effect on Piles Behaviour in Piled Raft System Due to Use PLAXIS-3D

International Review of Civil Engineering (IRECE), 2021
The study has aimed to investigate the piles behaviour in the piled raft system through the loading process with the nearby line drain influence utilized as a dewatering operation through the two soil layers below the piles group. The pile behaviour has included axial force, bending moment, lateral displacement, and vertical displacement at different ...
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Practical Calculation of Diaphragm Wall Deflection using Plaxis 3D Software

JOURNAL OF MATERIALS & CONSTRUCTION
In this article, the mathematical models within the Plaxis 3D software were used to simulate and assess the deflection of diaphragm walls, comparing with data collected from a real project. This scientific and effective approach is crucial, as analyzing and simulating the excavation stages before constructing diaphragm walls for underground levels ...
Truong Giang Bui, Quang Tuan Nguyen, Phan Anh Nguyen   +2 more
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Analisis Stabilitas Lereng Menggunakan Aplikasi Google Earth Dan PLAXIS 3D

2023
Tidak semua permukaan tanah berbentuk bidang datar, Adapun permukaan tanah yang memiliki elevasi yang berbeda dengan permukaan tanah lainnya sehingga membentuk lereng dengan kemiringan tertentu. Lereng menjadi tidak stabil karena gaya penahan tidak seimbang dengan gaya pendorong sehingga mengakibatkan longsor.
Saraun, Virginia G., Manoppo, Fabian J., Mandagi, Agnes T.   +2 more
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Design of Substructure Bridge with Different Codes and Analysis Manually and by Using Plaxis Program 3D

ICTE 2011, 2011
This paper discussed the design and analysis of bridge foundation subjected to load of train with two codes, namely AASHTO code and The Chinese National Standard (CNS, 2002). This study focused on the design and analysis of bridge's foundation manually with the two codes and found which code is better.
Hussein Yousif Aziz, Jianlin Ma, Ammar A. Mohammed, Ni Liu   +3 more
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