Zobrazeno 1 - 10
of 5 087
pro vyhledávání: '"lateral earth pressure"'
Publikováno v:
AIMS Geosciences, Vol 10, Iss 2, Pp 274-289 (2024)
The lateral earth pressure at rest is typically considered in situations where lateral wall movements are negligible. Determining the coefficient of lateral earth pressure at rest (referred to as K0) often relies on established classical equations. H
Externí odkaz:
https://doaj.org/article/f575a60eb688496a93d0035e77a73af3
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 4, Pp 1388-1397 (2024)
Existing studies have focused on the behavior of the retaining wall equipped with expanded polystyrene (EPS) geofoam inclusions under semi-infinite surcharge loading rather than limited surcharge loading. In this paper, the failure mode and the earth
Externí odkaz:
https://doaj.org/article/6e4c057417a34f6c8ef3fab22e1aa1eb
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 4, Pp 1425-1435 (2024)
This paper presents experimental studies on a compacted expansive soil, from Nanyang, China for investigating the at-rest lateral earth pressure σL of expansive soils. The key studies include (i) relationships between the σL and the vertical stress
Externí odkaz:
https://doaj.org/article/5546d83ae84e4affbcbecdcdc281452c
Akademický článek
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Publikováno v:
Soils and Foundations, Vol 64, Iss 3, Pp 101474- (2024)
The coefficient of lateral earth pressure at rest (K0) is a key state soil variable for the design of foundations and underground structures, characterizes in-situ stress state and soil condition. In this study, a method for the in-situ estimation of
Externí odkaz:
https://doaj.org/article/c14610b027f847a78ad5ca7889796086
Akademický článek
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Autor:
Shamil Flamarz, Mohammad Hajiazizi
Publikováno v:
International Journal of Mining and Geo-Engineering, Vol 57, Iss 1, Pp 73-87 (2023)
For the possibility of using valuable lands with plateaus terrain, the High-filled cut-and-cover tunnels (HFCCTs) are considered a practical and successful solution. The HFCCT is first constructed and then backfilled in layers in the trench, which is
Externí odkaz:
https://doaj.org/article/aa205c1fe27c47ceb665f0785c237aea
Publikováno v:
Engineering and Technology Journal, Vol 40, Iss 11, Pp 1376-1384 (2022)
The coefficient of lateral earth pressure at rest (K0) explains the connection between the effective vertical and lateral stresses. Geotechnical engineers have studied K0 for many years for its being a key element in the designs and analysis of vario
Externí odkaz:
https://doaj.org/article/b223821394d942809d5093bfde2587f0
Autor:
Murat Gulen, Havvanur Kilic
Publikováno v:
Applied Sciences, Vol 14, Iss 4, p 1667 (2024)
In this study, full-scale laboratory tests were conducted on a 315 mm diameter HDPE pipe under shallow buried and localised surface loading conditions to investigate the effects of pipe deflection and arching on stress distribution and the lateral ea
Externí odkaz:
https://doaj.org/article/b5281ec6c3c8408d9fb1bf6e9e2c838b
Akademický článek
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