摘要
Mountain Excavation and City Construction(MECC)represents a prominent anthropogenic endeavor aimed at facilitating urban expansion in the Loess Plateau of China.It is important to comprehend the long-term settlement behavior at MECC engineering sites to effectively assess the project’s success in reshaping landscapes and expanding urban areas.In this study,a typical MECC project,specifically the upstream area of the Liujiagou Valley within the new district of Yan’an City,is selected as a case study to investigate long-term settlement characteristics.The research involved conducting creep tests on soil samples with varying dry densities and moisture content and continuous in-situ monitoring of ground surface settlement at 17 specific points.Furthermore,a numerical model was developed and calibrated using the in-situ monitoring data to predict the long-term settlement.The findings reveal that an increase in soil dry density and a decrease in soil water content contribute to reduced deformation.Notably,settlement primarily manifests within the filled areas,with greater soil thickness exacerbating settlement effects.Over time,cumulative settlement exhibits a progressively diminishing rate of deformation until it attains a stable state.These results provide insights for assessing the long-term stability of MECC projects,facilitating decision-making in future endeavors within this region.
基金
sponsored by the National Natural Science Foundations of China(Nos.41790442,42107188,42141009)
the Strategic Priority Research Program of the Chinese Academy of Sciences(No.XDA23090402).
