Zobrazeno 1 - 10
of 2 036
pro vyhledávání: '"Soil strength"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-18 (2024)
Abstract As one of the major geological disasters in southeastern China, typhoon-induced vegetation slope instability causes significant loss of life and property each year. Despite the criticality of this issue, the response mechanism of vegetated s
Externí odkaz:
https://doaj.org/article/79e3c405329b491ba67d5f45c4466257
Publikováno v:
International Journal of Geo-Engineering, Vol 15, Iss 1, Pp 1-18 (2024)
Abstract The necessity of predicting geotechnical parameters in soft ground tunnelling is crucial for selecting the appropriate tunnel boring machine (TBM), evaluating the operating limit of earth pressure balance (EPB) machines’ parameters, and en
Externí odkaz:
https://doaj.org/article/f031def8b701414eb349470f5c65e7f1
Autor:
Adnan
Publikováno v:
Jurnal Civil Engineering Study, Vol 4, Iss 02 (2024)
This study assesses the effectiveness of lime in stabilizing soil and focus on the prospects of using eggshell powder as an economic and environmentally friendly alternative to lime. To ascertain the impact of different degrees of eggshell powder, pa
Externí odkaz:
https://doaj.org/article/81d54f1b940e4b4990c4df655b2e8d66
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:
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:
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:
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