Add to ORKGThe communication shows an alternative for introducing soil-structure interaction in the analysis of cut-and-cover tunnels. An uncoupled method is illustrated through two examples representative of the situations found in practice. The main features of each case are presented and compared. The ultimate limit state behavior and the ductility of these structures are finally discussed
During the excavation of deep tunnels, squeezing ground conditions are often encountered. The squeez...
This paper presents a stability study on the collapse mechanisms of a plane-strain tunnel face in c-...
This thesis presents a novel approach termed ‘Equivalent Boundary’ (EB) for the analysis of ground-s...
Cut-and-cover tunnels behavior at ultimate limit state depends strongly on the interactions between ...
Research Doctorate - Doctor of Philosophy (PhD)Tunnelling is generally associated with underground m...
Tunnels are believed to be rather "insensitive" to earthquakes. Although a number of case histories ...
According to modern design codes, such as the Eurocode 7, also Soil Retaining structures should be d...
This chapter concerns the definition and the discussion of an uncoupled approach for the design of r...
The increasing use of the tunnel boring machines (TBMs) has entailed their own evolution and the imp...
1983Techncial report; Aug 1979-Jan 1982PDFTech ReportUMTA-MA-06-0100-82-2DOT-TSC-UMTA-82-54-2DOT-TSC...
Numerous tunnels are constructed in various parts of the world. Various technologies such as the Tun...
405 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1982.The objective of this study w...
It is well known that changes in soil degree of saturation have an important influence on mechanical...
Cut & cover tunneling method is an easy and inexpensive method which has been used worldwide for cen...
Despite the fact that shallow tunnels have the benefits of low short-term construction costs and lon...
During the excavation of deep tunnels, squeezing ground conditions are often encountered. The squeez...
This paper presents a stability study on the collapse mechanisms of a plane-strain tunnel face in c-...
This thesis presents a novel approach termed ‘Equivalent Boundary’ (EB) for the analysis of ground-s...
Cut-and-cover tunnels behavior at ultimate limit state depends strongly on the interactions between ...
Research Doctorate - Doctor of Philosophy (PhD)Tunnelling is generally associated with underground m...
Tunnels are believed to be rather "insensitive" to earthquakes. Although a number of case histories ...
According to modern design codes, such as the Eurocode 7, also Soil Retaining structures should be d...
This chapter concerns the definition and the discussion of an uncoupled approach for the design of r...
The increasing use of the tunnel boring machines (TBMs) has entailed their own evolution and the imp...
1983Techncial report; Aug 1979-Jan 1982PDFTech ReportUMTA-MA-06-0100-82-2DOT-TSC-UMTA-82-54-2DOT-TSC...
Numerous tunnels are constructed in various parts of the world. Various technologies such as the Tun...
405 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1982.The objective of this study w...
It is well known that changes in soil degree of saturation have an important influence on mechanical...
Cut & cover tunneling method is an easy and inexpensive method which has been used worldwide for cen...
Despite the fact that shallow tunnels have the benefits of low short-term construction costs and lon...
During the excavation of deep tunnels, squeezing ground conditions are often encountered. The squeez...
This paper presents a stability study on the collapse mechanisms of a plane-strain tunnel face in c-...
This thesis presents a novel approach termed ‘Equivalent Boundary’ (EB) for the analysis of ground-s...