Academic literature on the topic 'GEOTEXTILE REINFORCED SUBGRADE'

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'GEOTEXTILE REINFORCED SUBGRADE.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "GEOTEXTILE REINFORCED SUBGRADE"

1

Öztürk, Mitat, Yakup Önal, Gökhan Altay, Ebubekir Kaplan, and Cafer Kayadelen. "Experimental evaluation of the usability of palm tree pruning waste (PTPW) as an alternative to geotextile." Revista de la construcción 21, no. 1 (2022): 69–82. http://dx.doi.org/10.7764/rdlc.21.1.69.

Full text
Abstract:
This paper focuses on serving twofold benefits for the environment by providing not only recycling of a waste material but also improving rutting performance of sand subgrade under cyclic traffic loads. In this context, a series of laboratory experiments have been conducted to benchmark the performance of commercially manufactured geotextile and palm tree pruning waste (PTPW) as soil improvement agents. Experimental results of the study were evaluated based on permanent (plastic), total, and elastic deformation, rut depth reduction (RDR), traffic benefit ratio (TBR), percentage of elastic defo
APA, Harvard, Vancouver, ISO, and other styles
2

Petrenko, V. D., O. L. Tiutkin, I. O. Sviatko, and A. M. M. Alhdur. "COMPLEX ANALYSIS OF SUBGRADE STRESS-STRAIN STATE WITH COMBINED STRENGTHENING." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 1, no. 48 (2017): 165–74. http://dx.doi.org/10.26906/znp.2017.48.790.

Full text
Abstract:
The paper highlights combined techniques of strengthening that include geotextile laying as well as other related advanced technologies. Subgrade construction analysis and its modification, reinforced with the different types and options of combined strengthening were conducted. To justify strengthening of subgrade a series of numerical calculations were made. Simulation with software package SCAD has confirmed the experimental results. From obtained results one can conclude that minimum horizontal displacements are observed in the version with deepening of geotextile at 1m and vertical ones a
APA, Harvard, Vancouver, ISO, and other styles
3

Nishigata, Tatsuaki, and Ichizou Yamaoka. "Bearing capacity of soft subgrade reinforced by geotextile." Proceedings of geotextile symposium 2 (1987): 101–6. http://dx.doi.org/10.5030/jcigsjournal1986.2.101.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Al-Refeai, Talal O. "Behavior of Geotextile Reinforced Sand on Weak Subgrade." Journal of King Saud University - Engineering Sciences 12, no. 2 (2000): 219–32. http://dx.doi.org/10.1016/s1018-3639(18)30715-3.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Bayomy, Fouad M., Abdul-Karim M. Al-Shaikh, and Sahl N. Abduljauwad. "Effect of Geotextiles on Permanent Deformation in Salt-Encrusted Subgrade Soils." Transportation Research Record: Journal of the Transportation Research Board 1534, no. 1 (1996): 40–49. http://dx.doi.org/10.1177/0361198196153400107.

Full text
Abstract:
The effectiveness of using geotextiles on top of salt-encrusted soil, known as sabkha in the Arabian Gulf area, used as a subgrade layer was investigated. A specific characteristic of this soil is that when it is dry (at or below the optimum moisture content) it possesses a sufficient bearing capacity and is hard enough to resist permanent deformation. However, when saturated it loses its strength and causes very large pavement deformations. An experimental model was developed in the laboratory to test and evaluate the bearing capacity and resistance to permanent deformation of the soil–fabric
APA, Harvard, Vancouver, ISO, and other styles
6

Yin, Zihong, Kevin Maraka Ndiema, Raymond Leiren Lekalpure, and Clement Kiprotich Kiptum. "Numerical Study of Geotextile-Reinforced Flexible Pavement Overlying Low-Strength Subgrade." Applied Sciences 12, no. 20 (2022): 10325. http://dx.doi.org/10.3390/app122010325.

Full text
Abstract:
Construction of low-volume flexible pavements on low-strength subgrade poses design, construction, and maintenance challenges. While researchers have generally acknowledged the potential for geosynthetics as reinforcement material, they mainly focused on permanent deformation. Therefore, this paper presents a numerical study of low-volume flexible pavement reinforced with geotextile material under static loading to determine the improvement due to reinforcement based on three criteria: rutting performance, geosynthetic placement location, and base course thickness reduction. Based on the Finit
APA, Harvard, Vancouver, ISO, and other styles
7

Wright, Jason, S. Sonny Kim, Mi G. Chorzepa, and Stephan A. Durham. "Utilization of Large-Scale Rolling-Wheel Tester to Investigate the Stress Reduction in Pavement Layers Due to the Use of Geosynthetic Materials." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 2 (2019): 445–55. http://dx.doi.org/10.1177/0361198119827909.

Full text
Abstract:
In a geosynthetic-reinforced pavement system, the load-bearing capacity of subgrade soil is improved by the lateral distribution of vertical stresses at the reinforcing layer. Under small-scale triaxial testing, the tensile properties of the geosynthetic are difficult to measure. Therefore, it is desirable to conduct large-scale testing to accurately monitor the behavior of geosynthetic-reinforced pavement foundations when subjected to rolling-wheel loadings. This study investigates the behavior of geosynthetic-reinforced pavement foundation systems through large-scale rolling-wheel tests perf
APA, Harvard, Vancouver, ISO, and other styles
8

Nishigata, Tatsuaki, and Ichizou Yamaoka. "Bearing Capacity of Soft Subgrade and Subbase Layer Reinforced by Geotextile." Soils and Foundations 30, no. 2 (1990): 179–87. http://dx.doi.org/10.3208/sandf1972.30.2_179.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

., S. Siva Gowri Prasad. "STABILIZATION OF PAVEMENT SUBGRADE BY USING FLY ASH REINFORCED WITH GEOTEXTILE." International Journal of Research in Engineering and Technology 03, no. 08 (2014): 255–59. http://dx.doi.org/10.15623/ijret.2014.0308040.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Singh, Maninder, Sachin Kamboj, Kunal Jain, and S. K. Singh. "Effect on CBR Values with Addition of Coir Geotextile and Marble Dust in Silty Sands." IOP Conference Series: Earth and Environmental Science 889, no. 1 (2021): 012005. http://dx.doi.org/10.1088/1755-1315/889/1/012005.

Full text
Abstract:
Abstract The subgrade is the foundation of pavement. The conventional method of replacing weak soil with good soil can cause an increase in the cost of a project. Due to this reason ground improvement techniques are much popular nowadays. The major goal of this research work is to compare California Bearing Ratio (CBR) values of the virgin soil and soil reinforced with coir geotextile in one layer and a combination of two layers at different heights from the top surface of the soil. To see the change in CBR values one layer of coir geotextile was reinforced at three different heights (i.e., H/
APA, Harvard, Vancouver, ISO, and other styles
More sources
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!