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1-6 of 6
Keywords: pore pressures
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Journal Articles
Panagiota Tasiopoulou, Taxiarchoula Limnaiou, Lampros Sakellariadis, Jacob Chacko, Liam Jones, Athanasios Agalianos, Ioannis Anastasopoulos
International Journal of Physical Modelling in Geotechnics 1–14.
Published: 23 July 2026
...; (ii) air-pluviation of the sand through a custom-built ‘curtain’ raining system; (iii) extensive instrumentation with pore pressure transducers and LVDTs; (v) sand saturation with 60 cp viscous fluid; and (vi) 1 g jacking of the monopile. After spinning up the model to 60 g...
Journal Articles
Jiarui Chen, PhD, Scott M. Olson, PhD, PE, Soham Banerjee, PhD, Mandar M. Dewoolkar, PhD, PE, Yves Dubief, PhD
International Journal of Physical Modelling in Geotechnics (2025) 25 (3): 141–160.
Published: 05 March 2025
.... In-flight cone penetration testing and bender element-based shear wave velocity measurements helped in characterizing soil state at coupon levels before liquefaction. In addition, a miniature pressure transducer was embedded in the coupon along its top horizontal surface to directly measure pore pressure...
Journal Articles
Yoko Ohta, MSc, Yutaka Sawada, PhD, Mitsuru Ariyoshi, PhD, Yoshiyuki Mohri, PhD, Toshinori Kawabata, PhD
International Journal of Physical Modelling in Geotechnics (2022) 22 (2): 99–110.
Published: 11 March 2021
... amplitude. A gravel layer on the upper half of the passive side of the pipe likely contributed to mitigation not only of lateral displacement but also of pipe uplift. 18 09 2020 08 02 2021 ICE Publishing: All rights reserved 2021 earthquakes pipes & pipelines pore pressures...
Journal Articles
International Journal of Physical Modelling in Geotechnics (2021) 21 (5): 234–250.
Published: 18 August 2020
...) transducers and strain gauges. PWP and strain measurements showed instantaneous increase due to the explosion, followed by gradual dissipation. The magnitude of peak pore pressure and strain increased with increase in water level. PWP ratios, calculated based on measured PWPs during the centrifuge tests...
Journal Articles
International Journal of Physical Modelling in Geotechnics (2010) 10 (1): 19–24.
Published: 01 March 2010
.... During penetration, the resistance is measured by a sensitive load cell situated at the vertical shaft immediately above the crossbar. Additionally, a set of two Kulite miniature pore-pressure transducers have been inserted inside the cylindrical crossbar, one at each side of the vertical shaft, facing...
Journal Articles
International Journal of Physical Modelling in Geotechnics (2006) 6 (4): 19–27.
Published: 01 December 2006
... to attack a simulated consolidated Kaolinite clay layer. The experiments were conducted using a geotechnical centrifuge and a compacted clay model corresponding to an equivalent prototype clay layer that was 2 metres thick according to conventional scaling laws. Pore pressure transducers located in the clay...
