Earth Pressure Balanced shields are currently the most utilized tunnelling machines throughout around the world. The possibility of using conditioning agents that change the mechanical and hydraulic behaviour of a soil, changing it into a plastic paste and thus permitting soil pressure applications at the tunnel face, is the key point to explain the increasing utilization of this technology. Despite its great importance, not much laboratory researches can be registered on soil conditioning, particularly for cohesionless soils. The conditioning criterion is usually defined on the basis of a trial-and-error procedure developed directly at the job sites. A test that is able to simulate the extraction of soil from the bulk chamber with the screw conveyor inclined upwards, as in real machines, can offer a quantitative indication of the conditioned soil behavior for EPB use. The characteristics of the device and the results obtained on many different types of soil are discussed in order to point out the great importance and quality of results that can be achieved using the proposed test device.
Laboratory test for EPB tunnelling assessment:results of test campaign on two different granular soils / Borio L.; Peila D.. - In: GOSPODARKA SUROWCAMI MINERALNYMI. - ISSN 0860-0953. - STAMPA. - 27:1(2011), pp. 85-100.
|Titolo:||Laboratory test for EPB tunnelling assessment:results of test campaign on two different granular soils|
|Data di pubblicazione:||2011|
|Appare nelle tipologie:||1.1 Articolo in rivista|