Zobrazeno 1 - 10
of 6 103
pro vyhledávání: '"Geotextile"'
Publikováno v:
Applied Water Science, Vol 14, Iss 11, Pp 1-19 (2024)
Abstract This study evaluated the efficiency of an on-site household greywater treatment system for indirect human reuse and for domestic lawn irrigation. This helps in the reduction in the disparity between water demand and supply that is facing the
Externí odkaz:
https://doaj.org/article/85f09bee1c114cf59fea0c987da6f15e
Autor:
Illarion L. Nikulin, Yulia I. Rofer
Publikováno v:
Naučno-tehničeskij Vestnik Informacionnyh Tehnologij, Mehaniki i Optiki, Vol 24, Iss 5, Pp 738-744 (2024)
The paper presents the concept of a point amplitude sensor for the registration of displacement of geotextile, a synthetic fabric that is used to reinforce geotechnical structures such as a dam. The implementation of a system for continuous monitor
Externí odkaz:
https://doaj.org/article/841a2e95275f4e7e89de3678d785f08d
Autor:
Talha Sarici, Mustafa Ozcan
Publikováno v:
Alexandria Engineering Journal, Vol 105, Iss , Pp 666-681 (2024)
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. In this
Externí odkaz:
https://doaj.org/article/5bce5f7a8a0c49289b16fdf10abe2f66
Autor:
Yani Putri Agustina, Iman Handiman, Fitriana Sarifah, Efran Kemala Hamonangan, Pengki Irawan, Zakwan Gusnadi
Publikováno v:
Invotek: Jurnal Inovasi Vokasional dan Teknologi, Vol 24, Iss 1, Pp 53-66 (2024)
Toll roads are infrastructure built to improve the regional and national economy. The challenge faced on this toll road is soft soil as deep as 7 m. This research analyzes the stability of the embankment with a slope of 1V:2H and a height of 4.5 m wi
Externí odkaz:
https://doaj.org/article/4bc01aeda75b45e1aff037a6e2d9c9c1
Publikováno v:
Vojnotehnički Glasnik, Vol 72, Iss 2, Pp 855-868 (2024)
Introduction/purpose: Geosynthetic materials have been successfully used for soil reinforcement to improve bearing capacity. In this article, geotextiles are used as tension material for the reinforcement of a mixture based on dredged sediment from t
Externí odkaz:
https://doaj.org/article/a785d226c3844e9fb3cf76e1fa17bfea
Publikováno v:
Open Engineering, Vol 14, Iss 1, Pp 176-83 (2024)
Utilizing one of the most effective new technologies is the primary goal of this research, which uses a combination of bituminous surfacing materials with geotextile reinforcement sheets, to improve the behavior of asphalt mixes and fatigue reduction
Externí odkaz:
https://doaj.org/article/83cc1b279cf141918bc8b325fddc65bb
Autor:
Cansu Kayabaşı Aksu, Şenay Atabay
Publikováno v:
Journal of Sustainable Construction Materials and Technologies, Vol 9, Iss 1, Pp 72-83 (2024)
The decrease in resources in the world has led people to produce new solutions for the more efficient use of resources and to use various management techniques. One of the techniques used is Value Engineering. Value Engineering strives to increase th
Externí odkaz:
https://doaj.org/article/0ce654df050b4488a9fe802ec798b0ed
Publikováno v:
Port Said Engineering Research Journal, Vol 28, Iss 1, Pp 16-30 (2024)
The present investigation employed ABAQUS V6.14 software to examine the stability of a marine causeway when using GTRS. GTRS is a geotechnical reinforcement system consisting of geotextile tubes in the core of a marine causeway. An additional aim of
Externí odkaz:
https://doaj.org/article/af78866c2412448aa26bc1a9f85a5e51
Publikováno v:
Port Said Engineering Research Journal, Vol 28, Iss 1, Pp 1-15 (2024)
This paper is mainly concerned with studying the stability of a marine causeway in the case of using two different reinforcement systems. The first system is a geotextile layers reinforcement system (GLRS), and the other system is a geotextile mats r
Externí odkaz:
https://doaj.org/article/c900ddb9ac124aac80d8b168f844d50a
Autor:
Agus Himawan, Andhika Sahadewa, Masyhur Irsyam, Reguel Mikhail, Idwan Suhendra, Muchamad Rifai, Karsten Beckhaus, Yasin Widodo, Christian Moormann, Helmut F. Schweiger, Abi Maulana Hakim, Hasbullah Nawir, Fahmi Aldiamar
Publikováno v:
Frontiers in Built Environment, Vol 10 (2024)
Pile-supported embankments have been recognized as long-standing solutions for construction in compressible soft soils. Instead of improving the physical and mechanical properties of the soft soil, this method emphasizes efforts to transfer the emban
Externí odkaz:
https://doaj.org/article/579fbe4848bc4086a131ce66124c69ca