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Abstract: The underground stations of the Jakarta MRT Phase 1 Project were constructed by the top-down cut-and-cover method in alluvial and diluvial soil strata. The typical diaphragm wall for underground stations has a thickness of 1.0 m, and a depth of 30 – 21 m. The monitoring of lateral deflections of diaphragm walls was conducted at all stations. The monitored maximum lateral deflections of...