Zobrazeno 1 - 10
of 1 535
pro vyhledávání: '"Plaxis"'
Publikováno v:
Discover Civil Engineering, Vol 1, Iss 1, Pp 1-26 (2024)
Abstract Ground improvement techniques are frequently employed in construction sites characterized by weak soil conditions that may result in suboptimal performance. The use of ordinary and encased stone columns aims to enhance endurance, shear stren
Externí odkaz:
https://doaj.org/article/286081c3549b46a2afc6503edf639386
Publikováno v:
Geotechnics, Vol 4, Iss 3, Pp 807-823 (2024)
Screw piles (often referred to as helical piles) are widely used to resist axial and lateral loads as deep foundations. Multi-helix piles experience complex interactions between the plates which depend on the soil properties, pile stiffness, helix di
Externí odkaz:
https://doaj.org/article/81ec17dea30d4315a2764f98850f2019
Autor:
Palani Jagan, Joseph Antony Visuvasam
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 15, Iss 1 (2024)
Nonlinear dynamic properties of soil crucially influence structural responses during seismic events, highlighting the interdependence between soil and structural behavior. Incorporating soil–structure interaction (SSI) significantly increases struc
Externí odkaz:
https://doaj.org/article/17b3ad599bf245d58607d99d4bacf102
Publikováno v:
World Journal of Engineering, 2023, Vol. 21, Issue 4, pp. 654-664.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/WJE-11-2022-0458
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-15 (2024)
Abstract In this work, the results of instrumentation over 8 years, including the phases of construction, first impounding, and operation, have been used to analyze the location of the Eyvashan Dam settlement. Mohr–Coulomb behavioral model and nume
Externí odkaz:
https://doaj.org/article/f5f19fa4359946ea94ebe7be78e4a082
Publikováno v:
Magazine of Civil Engineering, Vol 17, Iss 4 (2024)
This article investigated mechanical behavior of the masonry of historic buildings. It was assumed that reliable cracking processes can be obtained by modeling masonry as a continuous medium and using the Jointed Masonry Model (JMM). The paper gives
Externí odkaz:
https://doaj.org/article/b4b7a6b5afe240fb8cbe16db84fe89c4
Autor:
Le Duc Anh, V. V. Sidorov
Publikováno v:
Stroitel’stvo: Nauka i Obrazovanie, Vol 14, Iss 1, Pp 95-107 (2024)
Introduction. Soil reinforcement is widely used in the construction of buildings and structures in complex geological conditions, especially with the help of vertical elements. Calculations of reinforced foundations in practice are carried out by var
Externí odkaz:
https://doaj.org/article/99fffeb162f04cf4ad0518e76d5eac51
Publikováno v:
Port Said Engineering Research Journal, Vol 28, Iss 1, Pp 47-55 (2024)
The issue of soft soil settlement has been a significant concern for several decades, prompting researchers to explore various approaches to enhance soft soil conditions and mitigate excessive soil settlement. Commonly employed techniques in this fie
Externí odkaz:
https://doaj.org/article/f38c251d8d7d44c1b0ee67592cf95445
Publikováno v:
Media Komunikasi Teknik Sipil, Vol 29, Iss 2, Pp 173-182 (2024)
The Sumedang-Cirebon Km 68+750 road section is a national road and an important transportation infrastructure in West Java. Albeit the road section's slope has previously been strengthened with bored pile reinforcement, the slope continues to move. T
Externí odkaz:
https://doaj.org/article/34ad9abeac894e6e921d4ecc4856a98e