Strength enhancement of geotextile-reinforced carbonate sand

S Goodarzi, H Shahnazari - Geotextiles and Geomembranes, 2019 - Elsevier
The mechanical behavior of carbonate sand reinforced with horizontal layers of geotextile is
invetigated using a series of drained compression triaxial tests on unreinforced and …

3D dynamic finite element analyses and 1 g shaking table tests on seismic performance of connected and nonconnected piled raft foundations

AS Azizkandi, MH Baziar, AF Yeznabad - KSCE Journal of Civil …, 2018 - Springer
Connected and disconnected piled raft foundations have been evaluated under lateral cyclic
loading in this study. Connected Piled Raft (CPR) and nonconnected piled (NPR) …

Load sharing and carrying mechanism of piles in non-connected pile rafts using a numerical approach

A Saeedi Azizkandi, H Rasouli, MH Baziar - International Journal of Civil …, 2019 - Springer
The load response and carrying mechanism of piles in a non-connected piled raft foundation
is a complex phenomenon due to complex soil–structure interactions such as interactions …

[PDF][PDF] Centrifuge modeling of non-connected piled raft system

H Rasouli, AS Azizkandi, MH Baziar… - International Journal of …, 2015 - academia.edu
In present research, 17 centrifuge tests have been conducted to study the effect of various
parameters such as the number of piles, the distance between piles, gradation and …

A simplified approach for axial response of single precast concrete piles in cement-treated soil

A Wang, D Zhang, Y Deng - International Journal of Civil Engineering, 2018 - Springer
Precast concrete (PC) piles reinforced with cement-treated soil have been successfully
applied to soft ground improvement in China's coastal regions. However, very few analytical …

Mitigation of surface impact loading effects on the underground structures with geofoam barrier: Centrifuge modeling

MH Baziar, H Shahnazari, M Kazemi - Tunnelling and Underground Space …, 2018 - Elsevier
Studying the effect of dynamic loads on underground structures and applying mitigation
strategies to reduce these effects are important for the safe design of these structures. In this …

Effect of EPS beads on the behavior of sand–EPS and slope stability using triaxial and centrifuge tests

S Yaghoobzadeh, AS Azizkandi, H Salehzadeh… - International Journal of …, 2021 - Springer
The present paper is a study on the effect of expanded polystyrene (EPS) bead size on the
mechanical behavior and strength parameters of Firouzkooh sand using a triaxial static …

Evaluating scale effects in the modeling of buried offshore pipes in Chabahar carbonate sand using centrifuge testing

H Salehzadeh, AAH Rafsanjani, M Aani - Applied Ocean Research, 2024 - Elsevier
A major instability mode of buried offshore pipes, used to transport hydrocarbon materials,
extracted from reservoirs, discovered at the seabed, is" upheaval buckling". Although …

Experimental and numerical study of pile-to-pile interaction factor in sandy soil

M Modarresi, H Rasouli, AT Ghalesari, MH Baziar - Procedia engineering, 2016 - Elsevier
In structures to support large vertical and horizontal loads, piles are usually used in the form
of closely spaced group. The piles in a group are not only affected by their individual loads …

Behavior of geogrid reinforced and unreinforced non-connected pile raft foundation

M Ghanbar Dezfouli, M Dehghani, A Asakereh… - International Journal of …, 2019 - Springer
Presence of reinforcement elements such as geogrid in the cushion layer of the non-
connected pile raft foundation changes the load transition mechanism and the portion of …