Results 101 to 110 of about 21,991 (280)

PREDICTION OF THE VERTICAL PERMEABILITY COEFFICIENT BASED ON FRACTAL THEORY FOR WOVEN SLIT-FILM GEOTEXTILES

open access: hybrid, 2022
Xiaowu Tang   +5 more
openalex   +1 more source

Geosynthetics in hydraulic and coastal engineering: filters, revetments and sand filled structures [PDF]

open access: yes, 2012
The paper deals with 2 applications of geotextiles in coastal and hydraulic engineering: Geotextiles in filters and revetments, and in sand filled structures. Geotextiles are often replacing granular filters.
Bezuijen, Adam, Pilarczyk, KW
core   +1 more source

On Vertical Reinforced Soil Wall using Geotextile

open access: diamond, 1992
Takeharu Konami   +5 more
openalex   +2 more sources

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

open access: yesAlexandria Engineering Journal
In this research, experimental studies and numerical analyses were carried out to investigate how the usage of geotextile and geopolymer coated geotextile as a hybrid method changes the uplift behavior of the screw piles in cohesionless soil.
Talha Sarici, Mustafa Ozcan
doaj   +1 more source

Geotextile deformation analysis of geosynthetic clay liners with fem [PDF]

open access: yes, 2015
This paper provides information on placing geosynthetic clay liner (GCL) as a lining material over coarse-grained soils in cover systems or irrigation ponds. The effects of the hydraulic head acting over the GCL and the void size of the subgrade material
Ozhan, Hakki O.
core  

Study of the Ultraviolet Effect and Thermal Analysis on Polypropylene Nonwoven Geotextile [PDF]

open access: gold, 2021
Clever Aparecido Valentin   +5 more
openalex   +1 more source

Pengaruh Variasi Jumlah Dan Jarak Antar Lapis Geotekstil Terhadap Daya Dukung Dan Penurunan Pondasi Menerus Pada Tanah Pasir Poorly Graded [PDF]

open access: yes, 2014
The damages of the buildings construction such as of buildings wall cracks caused by shear failure on the decrease excess. The main problem on the poorly graded sand is a high decrease and low soil bearing capacity when given the imposition on it. A way
Harimurti, H. (Harimurti)   +2 more
core  

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