Using geopolymer coated and uncoated geotextile as a hybrid method to improve uplift capacity of screw piles in cohesionless soil-Reference-Cited by-同舟云学术

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Using geopolymer coated and uncoated geotextile as a hybrid method to improve uplift capacity of screw piles in cohesionless soil

Published:2024-10 Issue: Volume:105 Page:666-681
ISSN:1110-0168
Container-title:Alexandria Engineering Journal
language:en
Short-container-title:Alexandria Engineering Journal

Author:

Sarici Talha,Ozcan Mustafa^ORCID

Funder

Inönü Üniversitesi

Publisher

Elsevier BV

Reference36 articles.

1. A computation model for pile-soil stress ratio of geosynthetic-reinforced pile-supported embankments based on soil consolidation settlement;Li;Alex. Eng. J.,2021

2. Behavior of grouted single screw piles under inclined tensile loads in sand;Sakr;EJGE,2016

3. Model study on the performance of single-finned pile in sand under tension loads;Azzam;Int. J. Geomech.,2017

4. Model study of single pile with wings under uplift loads;Sakr;Appl. Ocean Res.,2020

5. Utilization of blade anchor for improving the uplift capacity of pile in sand: model study;Aamer;Ocean Eng.,2023

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