Deformation Analysis and Optimization Design of End-Suspended Piles of Deep Foundation Pit in Soil-Rock Composite Strata
This study focused on the deep foundation pit engineering of the Shenzhen Metro Line 12,analyzing the structural deformation of end-suspended piles in soil-rock composite strata through numerical simulation.The research determined the most economical dimensions of rock shoulder thickness and height when the pile bottom was embedded in different strata,while ensuring the safety of the foundation pit.The findings will significantly contribute to the future metro design in Shenzhen metro construction and provide a reference for construction in similar geological locations.
soil-rock composite stratadeep foundation pitend-suspended pilestructural deformationnumerical simulation
万方数据
维普
