Add to ORKGDottorato di ricerca in ingegneria geotecnica. 12. ciclo. Supervisors M. Jamiolkowski, G. Barla, D. Lo Presti. Head of the Ph.D. programme in geotechnical engineering R. LancellottaConsiglio Nazionale delle Ricerche - Biblioteca Centrale - P.le Aldo Moro, 7, Rome / CNR - Consiglio Nazionale delle RichercheSIGLEITItal
The results of a study carried out in the cliff rock of the medieval town of Orvieto (Umbria region,...
of tunnels in shaly rock considering three-dimensional stress effects on swellin
This paper describes the studies and the in situ stress measurements carried out to support the stab...
The research is devoted to study the swelling behaviour in tunnels. A new triaxial testing procedure...
This paper is to contribute to the understanding of the behaviour of tunnels in swelling ground. An ...
Reliable estimation of geotechnical parameters is often based on reconstruction of a complete loadin...
Reliable estimation of geotechnical parameters is often based on reconstruction of a complete loadin...
Amostras indeformadas de um solo residual foram coletadas na zona oeste da cidade de São Paulo com o...
In-situ stress characterisation is essential for anticipating the viability of underground structure...
The reasons for the disparity between predicted and measured ground movements are discussed. The fac...
LOVAT;HERRENKNECHT - Tunnelling Systems;BILFINGER-BERGER - Civil Tunnelling Branch;HOCHTIEF - Constr...
Understanding, and hence predicting, the ground displacements associated with multiple tunnel cons...
449 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1984.A geomechanical model, which ...
Abstract: The construction of shallow tunnels in urban areas requires a prior assessment of their ef...
2D ground movement study is an essential effort in optimizing the preliminary design and planning ...
The results of a study carried out in the cliff rock of the medieval town of Orvieto (Umbria region,...
of tunnels in shaly rock considering three-dimensional stress effects on swellin
This paper describes the studies and the in situ stress measurements carried out to support the stab...
The research is devoted to study the swelling behaviour in tunnels. A new triaxial testing procedure...
This paper is to contribute to the understanding of the behaviour of tunnels in swelling ground. An ...
Reliable estimation of geotechnical parameters is often based on reconstruction of a complete loadin...
Reliable estimation of geotechnical parameters is often based on reconstruction of a complete loadin...
Amostras indeformadas de um solo residual foram coletadas na zona oeste da cidade de São Paulo com o...
In-situ stress characterisation is essential for anticipating the viability of underground structure...
The reasons for the disparity between predicted and measured ground movements are discussed. The fac...
LOVAT;HERRENKNECHT - Tunnelling Systems;BILFINGER-BERGER - Civil Tunnelling Branch;HOCHTIEF - Constr...
Understanding, and hence predicting, the ground displacements associated with multiple tunnel cons...
449 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1984.A geomechanical model, which ...
Abstract: The construction of shallow tunnels in urban areas requires a prior assessment of their ef...
2D ground movement study is an essential effort in optimizing the preliminary design and planning ...
The results of a study carried out in the cliff rock of the medieval town of Orvieto (Umbria region,...
of tunnels in shaly rock considering three-dimensional stress effects on swellin
This paper describes the studies and the in situ stress measurements carried out to support the stab...