Add to ORKGThis paper focuses on the application and verification of mathematical models of the effect of supporting measures on the reduction of overburden deformations. The study of the behaviour of the models is divided into three parts: reduction of the tunnelling effects on the Minorit monastery by means of a jet-grouting curtain; the behaviour of the Hvížďalka backfilled tunnel and a numerical analysis of the supporting measures affecting the tunnel deformations of the Mrázovka tunnel in Prague
A consistent, systematic approach for predicting settlements above tunnels in soft clay is presented...
Cette thèse porte sur l’utilisation de présoutènements pour réduire les tassements, c’est-à-dire la ...
Experience has shown that ground movement invariably occurs above tunnels constructed in soft soils....
This paper focuses on the application and verification of mathematical models of the effect of suppo...
AbstractThis paper focuses on the underpinning-induced ground movement due to jet-grouting. Jet-grou...
AbstractThe complex interaction between the soil and the structural elements of a tunnel built with ...
The forecast of settlement and movements caused by tunneling represents a significant challenge of t...
This thesis describes the development, verification and use of a numerical model for investigating c...
The application of jet grouting has been becoming more widespread in the reinforcement of building f...
AbstractThe use of technology jet grouting soil for the device of vertical geotechnical barriers wid...
AbstractThe nonlinear finite element method and serendipity eight nodes element are used for determi...
The investigation of various soil models for the prediction of surface settlement profiles due to th...
In the design phase of a shallow tunnel, one of the relevant aspects to take into consideration is t...
The airway drift of “Trudovskaya” mine of “DTEK” company was chosen as an object of research becaus...
The work is aimed at determining the construction effect of a running tunnel on the stress-strain st...
A consistent, systematic approach for predicting settlements above tunnels in soft clay is presented...
Cette thèse porte sur l’utilisation de présoutènements pour réduire les tassements, c’est-à-dire la ...
Experience has shown that ground movement invariably occurs above tunnels constructed in soft soils....
This paper focuses on the application and verification of mathematical models of the effect of suppo...
AbstractThis paper focuses on the underpinning-induced ground movement due to jet-grouting. Jet-grou...
AbstractThe complex interaction between the soil and the structural elements of a tunnel built with ...
The forecast of settlement and movements caused by tunneling represents a significant challenge of t...
This thesis describes the development, verification and use of a numerical model for investigating c...
The application of jet grouting has been becoming more widespread in the reinforcement of building f...
AbstractThe use of technology jet grouting soil for the device of vertical geotechnical barriers wid...
AbstractThe nonlinear finite element method and serendipity eight nodes element are used for determi...
The investigation of various soil models for the prediction of surface settlement profiles due to th...
In the design phase of a shallow tunnel, one of the relevant aspects to take into consideration is t...
The airway drift of “Trudovskaya” mine of “DTEK” company was chosen as an object of research becaus...
The work is aimed at determining the construction effect of a running tunnel on the stress-strain st...
A consistent, systematic approach for predicting settlements above tunnels in soft clay is presented...
Cette thèse porte sur l’utilisation de présoutènements pour réduire les tassements, c’est-à-dire la ...
Experience has shown that ground movement invariably occurs above tunnels constructed in soft soils....