Zobrazeno 1 - 10
of 2 111
pro vyhledávání: '"soil strength"'
Autor:
Davi de Farias Thorpe, Mário Monteiro Rolim, Elvira Maria Reges Pedrosa, Djalma Eusébio Simões Neto, Roberta Queiroz Cavalcanti, Renato Paiva de Lima
Publikováno v:
Acta Scientiarum: Agronomy, Vol 46, Iss 1 (2024)
We tested the hypothesis that the increase in soil stiffness, induced by variations in bulk density and water content at the tire-soil contact interface, causes a reduction in the contact area. For this, we examined the contact area from different ti
Externí odkaz:
https://doaj.org/article/5930bb2b048c4d1491466958f2c3c4b9
Autor:
Shrirang Maddalwar, Tinku Kumar, Gayatri Tijare, Ashish Agashe, Payal Kotangale, Ankush Sawarkar, Lal Singh
Publikováno v:
Advances in Bamboo Science, Vol 8, Iss , Pp 100093- (2024)
Landslide mitigation is one of the major challenges occurring in hilly and mountainous regions worldwide. Various civil construction-based options, such as constructing walls and making fences using wires and metallic mesh, are regularly employed in
Externí odkaz:
https://doaj.org/article/d227948a1d284597b4891a6f5459f0e9
Autor:
Antonio M.G. Pedro, David M.G. Taborda
Publikováno v:
Data in Brief, Vol 54, Iss , Pp 110391- (2024)
Experimental and computational data are presented for Areolas da Estefania, a geomaterial which is crucial for the development of the underground infrastructure of the city of Lisbon, Portugal. The experimental data comprise the particle size distrib
Externí odkaz:
https://doaj.org/article/ca0ccf3f685a474d8594ba63f14e94d2
Publikováno v:
مجلة النهرين للعلوم الهندسية, Vol 26, Iss 4 (2024)
Rigid pavement slabs are erected on a prepared subgrade or foundation layer, providing a hard and continuous surface. Transverse joints made of dowel bars connect them, and longitudinal joints made of tie bars join them longitudinally. This study is
Externí odkaz:
https://doaj.org/article/ee46bb72baa74bf58b8c7eb9d614c2d5
Publikováno v:
Meikuang Anquan, Vol 54, Iss 12, Pp 159-166 (2023)
The geological model of slope was established by taking the northern end of Baorixile Open-pit Mine as the research object. Based on the hydrothermal coupling theory, the thickness changes of frozen layer under different temperatures were analyzed by
Externí odkaz:
https://doaj.org/article/7148240ba8c74dc086a24391284e89a1
Publikováno v:
Seeds, Vol 3, Iss 1, Pp 26-39 (2023)
The tillage method determines several soil physical parameters that affect the emergence of post-rice chickpea (Cicer arietinum L.) in the Indo-Gangetic Plain of South Asia. Mechanised row-sowing with minimum soil disturbance and crop residue retenti
Externí odkaz:
https://doaj.org/article/5d397eedd5bb432f8ad525ce70761b6b
Publikováno v:
Applied Sciences, Vol 14, Iss 15, p 6499 (2024)
Investigating crack evolution characteristics in expansive soil under dry–wet cycle conditions is essential for analyzing the shallow instability of embankments and roadbeds filled with this type of soil. Indoor tests on remolded expansive soil spe
Externí odkaz:
https://doaj.org/article/56478529b20640ed9f1047092e3e3b36
Publikováno v:
Polymers, Vol 16, Iss 9, p 1300 (2024)
Human activities have had a profound impact on the environment, particularly in relation to surface erosion and landslides. These processes, which are natural phenomena, have been exacerbated by human actions, leading to detrimental consequences for
Externí odkaz:
https://doaj.org/article/581bcd30e67d448cb982bc0f9ec767e9
Publikováno v:
Jurnal Teknik Sipil dan Perencanaan, Vol 25, Iss 1, Pp 8-14 (2023)
Expanded Polystyrene Beads (EPS Beads) have characteristics that are lightweight and low density. However, EPS is waste that does not pollute the soil, but has hundreds of years to decompose, thereby reducing the landfill area. Therefore, alternative
Externí odkaz:
https://doaj.org/article/f215f8c3e92b44a3964beab51249784a
Publikováno v:
Journal of the Saudi Society of Agricultural Sciences, Vol 22, Iss 3, Pp 139-148 (2023)
Since soil compaction is one of the most severe problems in plant production, this research had a goal of fabricating an automatic system to measure field soil strength in term of horizontal penetration resistance and subsoiling depth mounted on a wo
Externí odkaz:
https://doaj.org/article/1b3cdfb8ba6147a1b41fd60c7eb6a54c