Parametric and comparative study between anchored, strutted and cantilever system for a secant pile wall retaining a soil during construction an under-ground water tank

Author:

Basha Ali,Eldamati Mohammed,Elmorsy Sabry,Ramadan Basant

Funder

Najran University

Ministry of Education – Kingdom of Saudi Arabi

Publisher

Elsevier BV

Reference39 articles.

1. Secant pile wall design and construction in Manhattan, New York;Altuntas;Contemp. Top. Ground Modif., Probl. Soils, Geo-Support,2009

2. Effect of embedded length on laterally loaded capacity of pile foundation;Azeez;Am. Acad. Sci. Res. J. Eng., Technol., Sci.,2019

3. Predicting the maximum axial capacity of secant pile walls embedded in sandy soil;Basha;Geotech. Geol. Eng.,2024

4. Variation of the hydraulic conductivity and the mechanical characteristics of plastic concrete with time;Basha;Int J. Concr. Struct. Mater.,2023

5. Performance analysis of axially loaded secant pile wall embedded in sand: an experimental investigation;Basha;Arab J. Sci. Eng.,2023

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