Zobrazeno 1 - 10
of 2 664
pro vyhledávání: '"Reinforced soil"'
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 36, Iss 7, Pp 517-523 (2024)
For the characterization of fiber-reinforced soil under static loading conditions, there is a wealth of literature. However, study on the dynamic behavior of fiber-reinforced soil is very limited. Now that earthquakes are occurring frequently around
Externí odkaz:
https://doaj.org/article/be8b8a9d06984dbcbf7ee05830c7fe75
Autor:
Zhihui Zhao, Leiming Zheng
Publikováno v:
Frontiers in Earth Science, Vol 12 (2024)
Geosynthetic-reinforced pile-supported embankments have seen widespread adoption worldwide in recent years due to their cost-effectiveness and construction efficiency. In this system, the conventional pile cap is replaced by the geogrid-reinforced so
Externí odkaz:
https://doaj.org/article/1e35d629b2584bb093f8260058267f55
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03511- (2024)
In this study, lime soil was reinforced with preservative-treated rice straw fibers to improve its brittle behavior and overall performance. Straw fibers of varying lengths and amounts were used, and the resulting unconfined compressive strength, she
Externí odkaz:
https://doaj.org/article/6711b8dbb2b24824a136e61184ef9bdb
Autor:
Huiru Dou
Publikováno v:
International Journal of Computational Intelligence Systems, Vol 17, Iss 1, Pp 1-21 (2024)
Abstract When it comes to the geosynthetic-reinforced soil structures’ structural design, the analysis of deformation is of the highest relevance. In spite of this, the academic literature lays a substantial amount of attention on the potential of
Externí odkaz:
https://doaj.org/article/cd5d1ce34e554846aa45f34338530bad
Publikováno v:
Archives of Civil Engineering, Vol vol. 70, Iss No 2, Pp 417-430 (2024)
The research focuses on solving the important problem of slope stability in the field of civil engineering. The study adopted an advanced strength double reduction coefficient method for slope stability analysis, which considers the different influen
Externí odkaz:
https://doaj.org/article/ec271144b08149d3ba74a5a8a5c57cfe
Autor:
Mahrukh Khan, Muhammad Umar, Mehtab Alam, Umair Ali, Nikolai Ivanovich Vatin, Hamad Almujibah
Publikováno v:
Frontiers in Materials, Vol 11 (2024)
This study evaluates the performance of a geosynthetic reinforced soil integrated bridge system (GRS-IBS) in terms of total displacement by varying different design parameters simultaneously and also suggests optimum values of them. These parameters
Externí odkaz:
https://doaj.org/article/8de68b359db449cfa532be491bf60e50
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02879- (2024)
Mixed fiber reinforced technique has been widely used in reinforcing the concrete due to its excellent performance in enhancing the strength, durability and stiffness. The improvement of fiber-reinforced soil (FRS) on the mechanical behaviour (e.g.,
Externí odkaz:
https://doaj.org/article/89ae9b118f494b1cb608ba69e57e6b60
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-19 (2024)
Abstract This paper reports results of laboratory and 3D numerical modeled pull-out tests with steel ladders and polymeric strip reinforcements. These types of reinforcement are commonly used in reinforced soil walls constructed with concrete facing
Externí odkaz:
https://doaj.org/article/b8798549ac6b4e1392cae85864f7214f
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
Publikováno v:
Journal of Hebei University of Science and Technology, Vol 45, Iss 1, Pp 82-90 (2024)
Aiming at the current design and construction of reinforced earth retaining wall in which most of the reinforcement laying methods are of equal length, an inverted trapezoidal reinforcement laying method was proposed. Based on the theory of retaining
Externí odkaz:
https://doaj.org/article/5e3c9f0d6be34e1f825c81a2cd9c9279