Abstract: It is becoming possible to do detailed numerical analyses for the various mechanical behavior of braced excavation by researching and developing the numerical analysis technique such as the finite element method (FEM). However, the mechanical behavior of braced excavation has not been clarified fully both in theory and in experience. Therefore, improving the prediction accuracy during the prior design is very important for making the observational method of braced excavation more effective. In this paper, FEM analyses were performed for a model of braced excavation by using Geotechnical Finite element Elastoplastic Analysis Software GeoFEAS(2D). As the constitutive law of ground, MC-DP model and Duncan-Chang model were applied. Th...
All rights reserved.The design of deep excavations requires careful consideration of the influence o...
In order to prevent encountering unpredictable factors, geotechnical engineers always conduct numeri...
This paper presents a parametric study for the ground and wall movements due to deep excavations. An...
In this study, the finite element software PLAXIS 2D software is used to study the behavior of deep ...
Finite Element calculations arc frequently utilized for the design of deep excavations because a pre...
The study of the effects of varying certain parameters, such as soil strength, thickness of diaphrag...
Finite Element calculations are frequently used in the design of deep excavations because prediction...
For this project, a two dimensional finite element analysis using PLAXIS was conducted to evaluate t...
The Finite Element Method is commonly used to analyse braced excavations to ensure the stability of ...
Abstract: This paper discusses the development of a numerical model for a braced excavation to estim...
Braced excavations are common methods for building underground structures. For design two-dimensiona...
Braced excavations are commonly used for constructing underground infrastructures in built-up metrop...
Braced excavation study is usually modeled using plane strain (two-dimensional) finite element analy...
The performance of braced excavation is often evaluated by the maximum lateral deflection of the she...
In most deep braced excavation analyses, for convenience, half of the excavation cross section is mo...
All rights reserved.The design of deep excavations requires careful consideration of the influence o...
In order to prevent encountering unpredictable factors, geotechnical engineers always conduct numeri...
This paper presents a parametric study for the ground and wall movements due to deep excavations. An...
In this study, the finite element software PLAXIS 2D software is used to study the behavior of deep ...
Finite Element calculations arc frequently utilized for the design of deep excavations because a pre...
The study of the effects of varying certain parameters, such as soil strength, thickness of diaphrag...
Finite Element calculations are frequently used in the design of deep excavations because prediction...
For this project, a two dimensional finite element analysis using PLAXIS was conducted to evaluate t...
The Finite Element Method is commonly used to analyse braced excavations to ensure the stability of ...
Abstract: This paper discusses the development of a numerical model for a braced excavation to estim...
Braced excavations are common methods for building underground structures. For design two-dimensiona...
Braced excavations are commonly used for constructing underground infrastructures in built-up metrop...
Braced excavation study is usually modeled using plane strain (two-dimensional) finite element analy...
The performance of braced excavation is often evaluated by the maximum lateral deflection of the she...
In most deep braced excavation analyses, for convenience, half of the excavation cross section is mo...
All rights reserved.The design of deep excavations requires careful consideration of the influence o...
In order to prevent encountering unpredictable factors, geotechnical engineers always conduct numeri...
This paper presents a parametric study for the ground and wall movements due to deep excavations. An...