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This document discusses the significance of pressuremeter testing for modeling a secant pile retaining wall reinforced with soil nailing used in an excavation project in South Jakarta, Indonesia. Pressuremeter testing was conducted and provided accurate in-situ measurements of soil modulus, a key parameter for modeling excavation-induced deformations. A finite element analysis using the soil modulus from pressuremeter testing showed good agreement with measured wall deflections. The analysis also investigat

Author

aswin

Language

EN