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Experimental study of the performance of a 32 m deep excavation in the suburbs of Paris

2021; ICE Publishing; Volume: 73; Issue: 6 Linguagem: Inglês

10.1680/jgeot.21.00017

1751-7656

Khadija Nejjar, Daniel Dias, Fahd Cuira, Gilles Chapron, Hervé Lebissonnais,

Geotechnical Engineering and Soil Stabilization

Fort d'Issy-Vanves-Clamart metro station is a 32 m deep excavation part of the new subway line 15 of the Grand Paris Express project. The performance of the support system is assessed through a wide monitoring programme covering wall displacements, bending moments, strut loads, ground settlements and earth pressure. Classical instrumentation was set up in redundancy to consolidate field measurements. Advanced devices were used to provide accurate measurement data, in particular fibre optic was installed along the retaining wall with total pressure and pore-water pressure cells placed at the soil–wall interface at four in-depth locations. The aim of the present paper is to provide a full description of deep excavation behaviour through a complete monitoring system. Bending moments captured with fibre optic are more accurate than those derived from inclinometers. An analysis methodology is proposed to address the temperature effect on strut load measurements in order to separate the thermal expansion contribution on the strut loading from the excavation process contribution. The stress redistribution behind the wall was observed with the lateral earth pressure increase of top cells while excavating deep levels. The comprehensive field measurements provided in this paper can supply further back-analysis to improve numerical modelling prediction.