An experimental investigation for pullout response of a single granular pile anchor in clayey soil
Abstract The granular pile anchor foundation is an effective and economical foundation system to counter the pullout forces exerted in case of transmission towers or foundations in expansive soil. The pullout tests were performed to study the behaviour of a single granular pile anchor in the clayey...
Enregistré dans:
Auteurs principaux: | Hans Raj Vashishtha, Vishwas A. Sawant |
---|---|
Format: | article |
Langue: | EN |
Publié: |
SpringerOpen
2021
|
Sujets: | |
Accès en ligne: | https://doaj.org/article/ecffa764b0de408d8e1a7a6894e6193a |
Tags: |
Ajouter un tag
Pas de tags, Soyez le premier à ajouter un tag!
|
Documents similaires
-
A Numerical Analysis on the Behavior of Single Battered Pile under Pullout Loading
par: Al-Tememy Mais S., et autres
Publié: (2021) -
Experimental Pullout Capacity of Screw Piles in Dry Gypseous Soil
par: Karkush Mahdi O., et autres
Publié: (2021) -
Uplift Performance of Plate Anchors in Cement-Stabilised Aeolian Sand
par: Zengzhen Qian, et autres
Publié: (2021) -
Analytical bond behavior of cold drawn SMA crimped fibers considering embedded length and fiber wave depth
par: Ho Ha Vinh, et autres
Publié: (2021) -
Anchored piles in Santiago's gravel: modeling results for displacement curve
par: Raddatz,Dennis, et autres
Publié: (2017)