Numerical investigation of the monotonic drained lateral behaviour of large-diameter rigid piles in medium-dense uniform sand

H Wang, M Fraser Bransby, BM Lehane, L Wang… - …, 2021 - icevirtuallibrary.com
This paper presents a numerical investigation of the monotonic lateral response of large-
diameter monopiles in drained sand with configurations typical of those employed to support …

On the influence of cyclic preloadings on the liquefaction resistance of sands: A numerical study

J Duque, M Tafili, D Mašín - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
Soil deposits may be subjected to preloading episodes due to different factors such as
previous earthquakes, excavations, refilling, compaction, construction of overlying …

Modelling of soil behaviour with hypoplasticity

D Mašín - Springer Series in Geomechanics and Geoengineering …, 2019 - Springer
Hypoplasticity has been around for some thirty years now. Starting from the crazy and yet
brilliant idea of Dimitrios Kolymbas in 1980s, it matured in the first half of 1990s into a …

Centrifuge and numerical modelling of tunnel intersected by normal fault rupture in sand

QP Cai, JM Peng, CWW Ng, JW Shi… - Computers and …, 2019 - Elsevier
In this study, centrifuge model tests and numerical analyses were conducted to investigate
the deformation mechanisms of an existing tunnel due to normal faulting in sand. With the …

On the influence of drained cyclic preloadings on the cyclic behaviour of Zbraslav sand

J Duque, J Roháč, D Mašín - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
This article experimentally evaluates the influence of directional drained cyclic preloadings
on the subsequent undrained monotonic and cyclic response of Zbraslav sand. The cyclic …

[HTML][HTML] Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model

H Wang, BM Lehane, MF Bransby, LZ Wang, Y Hong… - Ocean …, 2023 - Elsevier
This paper presents a synthesis of recent and new research conducted by the authors on
laterally loaded monopiles in drained sand. The research involved reduced-scale field tests …

Effect of gradation and particle shape on small-strain Young's modulus and Poisson's ratio of sands

M Payan, K Senetakis, A Khoshghalb… - International Journal of …, 2017 - ascelibrary.org
The influence of gradation and particle shape on the small-strain Young's modulus of dry
sands is investigated through a comprehensive set of resonant column tests in the flexural …

Investigation of effects of different construction sequences on settlement and load transfer mechanism of single pile due to twin stacked tunnelling

MA Soomro, M Kumar, H Xiong, DA Mangnejo… - … and Underground Space …, 2020 - Elsevier
Construction of tunnels in urban cities may induce excessive settlement and tilting of nearby
existing pile foundations. Various studies reported in the literature have investigated the …

Responses of pipeline to side-by-side twin tunnelling at different depths: 3D centrifuge tests and numerical modelling

S Ma, Y Shao, Y Liu, J Jiang, XL Fan - Tunnelling and Underground Space …, 2017 - Elsevier
The tunnel-pipeline-soil interaction has gotten momentum recently, but most of the previous
studies were focused on the responses of pipeline to single tunnelling and simplified the …

Centrifuge and numerical modelling of stress transfer mechanisms and settlement of pile group due to twin stacked tunnelling with different construction sequences

MA Soomro, N Mangi, H Xiong, M Kumar… - Computers and …, 2020 - Elsevier
This study reports a series of centrifuge model tests, aiming at investigating the effects of
construction sequence of twin stacked tunnels advancement on an existing pile group under …