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1-9 of 9
Keywords: soil/structure interaction
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Journal Articles
Effects of voids on the dynamic response of tunnels under train-induced vibration loads
Available to PurchaseWenbo Yang, PhD, Gaoyu Ma, MSc, Jiulin Tu, MSc, Hao Kou, MSc, Yanyang Zhang, PhD, Yong Fang, PhD, Chuan He, PhD
International Journal of Physical Modelling in Geotechnics (2023) 23 (2): 77–91.
Published: 13 April 2022
... 14 02 2022 ICE Publishing: All rights reserved 2022 model tests soil/structure interaction tunnels & tunnelling To examine the void effects on the dynamic response of a tunnel-lining structure and the surrounding soil, a tunnel embedded in a uniform soil layer...
Journal Articles
Some observations in soil–pipe model tests under vertical uplift loading in compacted clay
Available to Purchase
International Journal of Physical Modelling in Geotechnics (2022) 22 (3): 113–127.
Published: 09 April 2021
... 2021 model tests pipes & pipelines soil/structure interaction Most of the previous experimental studies on the vertical uplift behaviour of a pipe in soils were carried out in dry sands and saturated clays. Trautmann and O'Rourke (1983) and Trautmann et al. (1985...
Journal Articles
Modelling horizontally loaded reinforced-concrete piles in a geotechnical centrifuge
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International Journal of Physical Modelling in Geotechnics (2022) 22 (1): 14–25.
Published: 15 December 2020
...Hendrik Louw, MEng (Pret); Elsabe Kearsley, PhD (Leeds); Schalk Willem Jacobsz, PhD (Cantab) The design of pile foundations to accommodate horizontal loads is a complex soil−structure interaction problem. Current small-scale laboratory testing of pile foundations is mostly focused on metal piles...
Journal Articles
Centrifuge study of p–y curves for vertical–horizontal static loading of piles in sand
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International Journal of Physical Modelling in Geotechnics (2021) 21 (6): 275–294.
Published: 11 December 2020
... densification effect, while the opposite is observed under tension load – that is, the p–y curves are gentler. centrifuge modelling piles & piling soil/structure interaction Pile foundations for offshore structures are subjected to vertical–horizontal load combinations. For instance...
Journal Articles
Experimental study on lateral behaviour of tetrapod caisson foundations in silt
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International Journal of Physical Modelling in Geotechnics (2021) 21 (6): 314–328.
Published: 25 September 2020
... H0 proves to be desirable for the control of accumulative rotation, due to the essentially two-way loading characteristics of upwind caissons. 22 04 2020 17 08 2020 ICE Publishing: All rights reserved 2020 foundations offshore engineering soil/structure interaction...
Journal Articles
Optimisation of frustum confining vessels using various boundary and interface conditions
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International Journal of Physical Modelling in Geotechnics (2021) 21 (4): 168–185.
Published: 21 July 2020
.... 22 03 2019 28 05 2020 ICE Publishing: All rights reserved 2020 laboratory equipment numerical modelling soil/structure interaction Physical modelling of geotechnical problems has been widely used by different scholars in the last decades. The possibility of conducting...
Journal Articles
Effect of structural boundaries and stress history on at-rest soil pressure of sand
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International Journal of Physical Modelling in Geotechnics (2021) 21 (4): 196–205.
Published: 23 April 2020
... retaining walls soil/structure interaction In almost any situation related to geotechnology, the issue of lateral earth pressures is relevant. This is true in practical terms of geotechnical engineering design; for example: what are the pressures acting on the envelope of a driven displacement pile...
Journal Articles
Evaluation of two-stage scaling for physical modelling of soil−foundation−structure systems
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International Journal of Physical Modelling in Geotechnics (2021) 21 (2): 98–113.
Published: 13 January 2020
... the application of the two-stage scaling method for seismically induced soil settlement, seismic site response and soil−structure interaction effects of a structure placed on dry sandy soil. It is worth mentioning that the scaling factor for density in the two-stage scaling method, as suggested by Iai et...
Journal Articles
Lateral-bearing behaviour of vibratory driven monopiles in different model test set-ups
Available to PurchaseJohannes Labenski, MSc, Fabian Remspecher, MEng, Viet Hung Le, Dr.-Ing., Christian Moormann, Dr.-Ing. habil., Frank Rackwitz, Dr.-Ing.
International Journal of Physical Modelling in Geotechnics (2020) 20 (6): 355–364.
Published: 13 September 2019
... φ0 phase angle ω angular frequency, 2πf REFERENCES Bhattacharya S , Nikitas N , Garnsey J , et al. (2013) Observed dynamic soil–structure interaction in scale testing of offshore wind turbine foundations . Soil Dynamics and Earthquake...
