Surface Subsidence Induced by Groundwater Drainage Tunneling in Granite Residual Soils (Burata Railway Tunnel, Spain)

• Published in: Journal of geotechnical and geoenvironmental engineering 2013-05, Vol.139 (5), p.821-824
• Main Authors: López-Fernández, Carlos, Prieto, Daniel Arias, Fernández-Viejo, Gabriela, Pando, Luis, Fernández, Enrique Castells
• Format: Article
• Language: English
• Subjects: Applied sciences; Buildings. Public works; Construction; Deflection; Exact sciences and technology; Geotechnics; Hydrology; Railway tunnels; Structure-soil interaction; Subsidence; Technical Notes; Tunneling; Tunnels, galleries; Water effect, drainage, ground water lowering, filtration; Water tables
• ISSN: 1090-0241; 1943-5606
• DOI: 10.1061/(ASCE)GT.1943-5606.0000805

AbstractUnderground tunneling, besides raising geotechnical challenges, can often modify the hydrological regime around an excavated area. This fact entails not only the modification of superficial aquifers but also the appearance of subsidence phenomena as a consequence of the decrease in pore pressure. In the end, this may jeopardize the structural integrity of the construction, leading to delays and undesirable secondary effects. This paper documents the problems arising from the construction of a railway tunnel for a high-speed train in the province of Orense in the northwest of Spain. The tunnel was excavated through a highly weathered granitic massif using conventional methods. The drawdown in the water table caused by the tunnel advance was analyzed and monitored. The initial lowering of the water level was followed by a period of soil subsidence with deflections reaching up to 104 mm. These differential settlements happened along a 150-m strip on both sides of the tunnel axes, which affected urbanized areas. The topographic downfall was located ahead of the perforation head; however, it occurred after the lowering of the water table as an immediate consequence.