Centrifuge modelling of permeable pipe pile in consideration of pile driving process, soil consolidation, and axial loading-Reference-Cited by-同舟云学术

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Centrifuge modelling of permeable pipe pile in consideration of pile driving process, soil consolidation, and axial loading

Published:2024-06 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Xu Meijuan,Ni Pengpeng,Mei Guoxiong

Publisher

Elsevier BV

Reference48 articles.

1. Analytical solutions for consolidation aided by vertical drains;Basu;Geomech. Geoengin.,2006

2. Loss of slope support due to base liquefaction: comparison of 1g and centrifuge landslide flume experiments;Beddoe;Soils Found,2016

3. Soil disturbance from pile driving in sensitive clay;Bozozuk;Can. Geotech. J.,1978

4. The design of a laboratory facility for evaluating the structural response of small-diameter buried pipes;Brachman;Can. Geotech. J.,2000

5. Mathematical characterization of pile-soil interface boundary for consolidation analysis of soil around permeable pipe pile;Chen;Can. Geotech. J.,2021

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