Horizontal mechanical responses of single pile due to urban tunnelling in multi-layered soils
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference49 articles.
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4. Subway station construction using combined shield and shallow tunnelling method: case study of Gaojiayuan station in Beijing;Cao;Tunn. Under. Sp. Tech.,2018
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2. Evaluation of Tunneling-Induced Lateral Pile Response by an Artificial Intelligence Optimization Algorithm;International Journal of Geomechanics;2023-10
3. Lateral Response Evaluation of Existing Pile by Adjacent Pile Driving in Claye Slope;Geotechnical and Geological Engineering;2023-09-25
4. Experimental study on interaction mechanism between pipeline seepage erosion and adjacent foundation pile;Acta Geotechnica;2023-09-04
5. Numerical investigation on the responses of existing single piles due to adjacent twin tunneling considering the lagging distance;Underground Space;2023-08
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