Effect of the soil–pile–structure interaction in seismic analysis: case of liquefiable soils

GA López Jiménez, D Dias, O Jenck - Acta Geotechnica, 2019 - Springer
The design of earthquake-resistant structures depends greatly on the soil–foundation–
structure interaction. This interaction is more complex in the presence of liquefiable soils …

Dynamic soil–structure interaction effects in buildings founded on vertical reinforcement elements

GAL Jiménez, D Dias - CivilEng, 2022 - mdpi.com
Pile foundation is an effective technique to support buildings in the presence of soft soil and
seismic areas. More recently, the rigid inclusions system has also been utilized for founding …

Effect of layered liquefiable deposits on the seismic response of soil-foundations-structure systems

GAL Jiménez, D Dias, O Jenck - Soil Dynamics and Earthquake …, 2019 - Elsevier
The soil liquefaction is a major cause of damage in structures during earthquakes. This
damage varies from small settlements to complete failure due to the loss of bearing capacity …

Static and Dynamic behaviour of pile supported structures in soft soil

GAL Jimenez - 2019 - theses.hal.science
A great amount of earthquakes have caused the collapse of important structures along the
history. The design of earthquake-resistant structures depends greatly of the soil-structure …

Soft soil improvement by rigid inclusions under vertical cyclic loading: numerical back analysis

M Houda, O Jenck, F Emeriault - European Journal of …, 2021 - Taylor & Francis
While the behaviour of rigid inclusion improvement systems under monotonic loading is well
known, the response under cyclic loading is not yet fully understood and cannot be …

3D numerical modeling of rigid inclusion-improved soft soils under monotonic and cyclic loading—Case of a small-scale laboratory experiment

H Van Pham, D Dias - Applied Sciences, 2021 - mdpi.com
This paper is based on small-scale laboratory tests (1: 10) of a rigid inclusion-improved soil
under normal gravity. A low area improvement ratio (2.4%) under monotonic and cyclic …

Rigid pile improvement under vertical cyclic loading: 1g laboratory small-scale modelling

M Houda, O Jenck, F Emeriault - International Journal of …, 2019 - icevirtuallibrary.com
This research work is a contribution to the understanding of the behaviour of rigid pile
reinforcement under a quasi-static vertical cyclic loading. While the system behaviour under …

Dynamic response of shallow foundations on reinforced soil with rigid inclusions

Y Shen, J Pérez-Herreros, F Cuira… - 17th World Conference …, 2021 - hal.science
The soil-improvement technique by rigid inclusions represents today a practical, economical
and time-saving solution that allows the use of shallow foundations on compressible soils …

Subsoil compressibility effect in an end bearing scaled pile-supported embankment, investigation of the load transfer mechanism

F Samira, M Larbi, M Mouloud, B Laurent - Innovative Infrastructure …, 2022 - Springer
This paper investigates the effect of subsoil compressibility on the efficiency of piles
supporting embankments. The analysis was carried out on a 1: 10 scaled model comprising …

Numerical analysis of a piled embankment under earthquake loading

AA Mashallah, QSM Shafiqu… - AIP Conference …, 2021 - pubs.aip.org
Earthquakes produce massive damage in the road embankment especially if the
embankment based on soft subsoil, and this damage which in turn causes great economic …