The Soil-Arching Effect in Pile-Supported Embankments: A Review

K Wang, J Ye, X Wang, Z Qiu - Buildings, 2024 - mdpi.com
Pile-supported embankments are widely used in foundation treatments, owing to their safety,
efficient construction, and economy. The soil-arching effect is a key load-transferring …

Experimental investigation of soil-arching development in unreinforced and geosynthetic-reinforced pile-supported embankments

R Rui, J Han, SJM Van Eekelen… - Journal of Geotechnical …, 2019 - ascelibrary.org
Soil arching is one of the most important mechanisms in piled embankments. To investigate
the development of soil arching in piled embankments, 14 unreinforced and 8 geosynthetic …

DEM analysis of “soil”-arching within geogrid-reinforced and unreinforced pile-supported embankments

HJ Lai, JJ Zheng, J Zhang, RJ Zhang, L Cui - Computers and Geotechnics, 2014 - Elsevier
Geogrid-reinforced and pile-supported (GRPS) embankments have been widely used in
road engineering due to their economy and effectiveness. The soil arching effect is a key …

Evolution of soil arching; 2D DEM simulations

R Rui, F van Tol, XL **a, S van Eekelen, G Hu… - Computers and …, 2016 - Elsevier
A series of model tests were performed using a 2D multiple trapdoor system, similar to a 2D
unreinforced piled embankment. Three soil arching evolution patterns were observed in the …

[HTML][HTML] 3D numerical study of the performance of geosynthetic-reinforced and pile-supported embankments

TA Pham, D Dias - Soils and Foundations, 2021 - Elsevier
Geosynthetic-reinforced and pile-supported (GRPS) systems provide an economic and
effective solution for embankments. The load transfer mechanisms are tridimensional ones …

Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment

RK Rowe, KW Liu - Canadian Geotechnical Journal, 2015 - cdnsciencepub.com
The performance of four sections of a full-scale embankment constructed on soft soil is
examined using a fully coupled and fully three-dimensional finite element analysis. The four …

Two-dimensional soil arching evolution in geosynthetic-reinforced pile-supported embankments over voids

R Rui, Y Ye, J Han, Y Zhai, Y Wan, C Chen… - Geotextiles and …, 2022 - Elsevier
Soil arching and tensioned membrane effects are two main load transfer mechanisms for
geosynthetic-reinforced pile-supported (GRPS) embankments over soft soils or voids …

DEM analysis of stresses and deformations of geogrid-reinforced embankments over piles

J Han, A Bhandari, F Wang - International Journal of geomechanics, 2012 - ascelibrary.org
The geosynthetic-reinforced pile-supported embankment is one of the favorable ground
improvement techniques used in the construction of earth structures over a compressible …

Use of lime and cement treated soils as pile supported load transfer platform

US Okyay, D Dias - Engineering geology, 2010 - Elsevier
Soil treatment on site is an economical and environmental solution for many engineering
applications. The technique has been widely used in construction of roads and railways. In …

Classification and characteristics of soil arching structures in pile-supported embankments

HJ Lai, JJ Zheng, RJ Zhang, MJ Cui - Computers and Geotechnics, 2018 - Elsevier
Soil arching effect is a key load-transfer component in pile-supported embankments.
However, previous models that account for soil arching effect consider various assumptions …