... Sangseom Jeong (soj9081@yonsei.ac.kr) 13 02 2026 23 06 2026 © 2026 Emerald Publishing Limited 2026 Emerald Publishing Limited Licensed re-use rights only dynamics foundation liquefaction load transfer piled-raft soil–structure interaction The soil was poured...

... of this licence may be seen at Link to the terms of the CC BY 4.0 licence. centrifuge modelling dynamics geotechnical engineering liquefaction offshore engineering piles and piling pore pressures sands soil–structure interaction Offshore wind energy is experiencing significant growth...

.... 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...

... exposed to the same cyclic loading conditions using a one-dimensional shaking table. Geotechnical parameters, including pore-water pressure, settlement, volumetric water content and liquefaction susceptibility, were monitored or determined before, during and after shaking. The results indicate...

...Sasan Ghadimi Garmjani; Alireza Kardani Moghaddam; Peyman Maleki; Yaser Jafarian Liquefaction during earthquake excitations is one of the most important causes of damage imposed on structures. This phenomenon in saturated loose sand deposits increases water pressure and reduces stiffness...

...Mitsu Okamura, DrEng; Toshiyuki Inoue, BEng The degree of saturation significantly influences the liquefaction resistance of sandy soils. In preparation of models for dynamic centrifuge tests and 1g shaking table tests, however, the degree of saturation has not been accurately controlled...

... modelling liquefaction piles & piling scaling laws Soil liquefaction and lateral spreading is one of the main causes of damage of bridges and port facilities during earthquakes, producing distress to piles and other deep foundations (Mizuno, 1987 ; Dobry & Abdoun, 2001 ; Ishihara, 2003...

...Hidenori Takahashi; Masaki Kitazume; Shinji Ishibashi; Shuuji Yamawaki A substantial amount of experimental and analytical research has been carried out on the liquefaction mechanism, prediction of liquefaction, and soil improvement for liquefaction. In model tests on liquefaction phenomena...

... obtained through the model tests are: (1) group pile effects are observed in both static and dynamic tests, including those tests where liquefaction occurs; (2) residual pile displacements mobilized are larger in dynamic tests than in static tests for the same load applied at pile head. These results...

...Michael K. Sharp; Ricardo Dorby; Tarek Abdoun This paper presents the results of five centrifuge model tests of earthquake-induced liquefaction and lateral spreading in sand using a laminar box. These centrifuge experiments simulate a gently sloping, H = 6 m thick stratum of saturated homogeneous...

... instrumented model tests, a tunnel section-foundation system was studied first without retrofitting, and then with a densified-wall and a gravel-wall liquefaction countermeasure techniques. The test results provided valuable insights into the underlying mechanism and effectiveness of each countermeasure...

...Lenart Gonzalez; Tarek Abdoun; Michael K. Sharp Evaluation of seismically-induced liquefaction under high confining stress, such as might relate to the foundation soil under large earth dams, is based on the extrapolation of observed behavior and correlations at shallow depths. In practice...

...Tarek Abdoun; Yingjuan Wang Experience from earthquakes and centrifuge models have shown the great importance of the shallow nonliquefiable soil in increasing the forces and moments imposed on the pile cap and pile foundations subjected to liquefaction-induced lateral spreading. A series...

.... In-flight base shaking of a slightly inclined laminar box containing a homogeneous saturated sand deposit induces liquefaction and lateral spreading. Both water and a viscous fluid fifty times more viscous than water are used as pore fluid in the tests. The observed lateral displacement profiles during...

... crest settlements. 31 01 2002 © Thomas Telford and ICE 2002 centrifuge sand clay embankment seismic liquefaction ...