Abstract: This paper proposes a coordinated deformation calculation method for foundation pit engineering to improve deformation control between underground diaphragm walls and supports. The study validates the practicality of the ...

Abstract: The piezoresistive effect of carbon fibers has been successfully applied to monitor or assess the stress–strain state of carbon fiber–reinforced polymers (CFRPs). There are insufficient studies on the piezoresistive effect ...

Abstract: As underground structures’ burial depth increases, buoyancy resistance due to groundwater becomes more pronounced. This study, through numerical simulation, analysis of field measurement data, and theoretical analysis, ...