During tunnel excavation with Tunnel Boring Machines (TBMs) and earth pressure balance (EPB) technology, conditioning agents are commonly used to modify the physical and mechanical properties of soils so that they are appropriate for the application of the front-face support pressure during excavation. The consistency of the conditioned soil must be stable during the time necessary to advance and install the lining. Hence, a stability analysis of the injected foams is an important aspect. To assess the stability of a foam a classification is proposed based on the results of a standard foam generation procedure and on half-life tests using products from the main suppliers. A further classification of the foaming agents used according to thei...
Infiltration of pressurised foam into saturated sand has been investigated in a laboratory setup tha...
This thesis presents experimental work on foam/sand mixtures carried out in the Civil Engineering La...
Experiments on infiltration of pressurised soil-foam mixture into saturated sand have been carried o...
Currently, TBM-EPB technology is the most common method to perform mechanized tunnel excavation in s...
In the tunnelling industry, a large share of the market is occupied by EPB (Earth Pressure Balance) ...
In the mechanized excavation of tunnels with Tunnel Boring Machines, an ever more frequently used te...
Abstract. The use of foaming agents, is a tunneling technique frequently used with Earth Pressure Ba...
Earth pressure balance (EPB) tunnelling machines are commonly used for the construction of tunnels i...
Earth Pressure Balanced Shields have experienced a remarkable increase in the number of applications...
The application range of the earth pressure balance (EPB) shield has been expanded due to advances i...
Earth pressure balance (EPB) tunnel boring machines are designed for digging in different types of s...
Soil conditioning consists of mixing and remolding the natural material during the mechanical excava...
Tunneling under soft ground conditions often requires active face support to prevent face instabilit...
Use of earth-pressure balance shield requires soil properties which the soil in ist natural state wi...
This study presents the preliminary results of research activity focused on the physical and mechani...
Infiltration of pressurised foam into saturated sand has been investigated in a laboratory setup tha...
This thesis presents experimental work on foam/sand mixtures carried out in the Civil Engineering La...
Experiments on infiltration of pressurised soil-foam mixture into saturated sand have been carried o...
Currently, TBM-EPB technology is the most common method to perform mechanized tunnel excavation in s...
In the tunnelling industry, a large share of the market is occupied by EPB (Earth Pressure Balance) ...
In the mechanized excavation of tunnels with Tunnel Boring Machines, an ever more frequently used te...
Abstract. The use of foaming agents, is a tunneling technique frequently used with Earth Pressure Ba...
Earth pressure balance (EPB) tunnelling machines are commonly used for the construction of tunnels i...
Earth Pressure Balanced Shields have experienced a remarkable increase in the number of applications...
The application range of the earth pressure balance (EPB) shield has been expanded due to advances i...
Earth pressure balance (EPB) tunnel boring machines are designed for digging in different types of s...
Soil conditioning consists of mixing and remolding the natural material during the mechanical excava...
Tunneling under soft ground conditions often requires active face support to prevent face instabilit...
Use of earth-pressure balance shield requires soil properties which the soil in ist natural state wi...
This study presents the preliminary results of research activity focused on the physical and mechani...
Infiltration of pressurised foam into saturated sand has been investigated in a laboratory setup tha...
This thesis presents experimental work on foam/sand mixtures carried out in the Civil Engineering La...
Experiments on infiltration of pressurised soil-foam mixture into saturated sand have been carried o...