The Iranian-Sudanese relations during the era of the transitional government (1985-1986), and the era of the third democratic government, has seen a marked improvement, particularly since the transitional government, which was formed in Sudan following a popular uprising that toppled former President Jaafar Nimeiri followed based on balancing policy in international relations, which is the same policy adopted by the government of Sadiq al-Mahdi that, especially that Mr. Sadiq al-Mahdi had enjoyed close ties with the government in Tehran before he took office, and on the basis of the policy of diplomatic representation between the two countries returned since the time of the transitional government after relations were severed due to the policy former President Jaafar Nimeiri.
- The Iranian policy focused after the Islamic revolution in February 1979 on the export of the revolution to the Arab and Islamic countries, since Sudan is one of the most Islamic countries in which the factors helping to spread the revolution are available, particularly in Islamic circles, so Iran has sought to document the relationship with the National Islamic Front and extended money and weapons to succeed in achieving an Islamic revolutionary society in Sudan.The Iranian political system sought to make Sudan a base from which to set off towards the Arab and African countries in order to establish the rule of similar systems in those countries.
- Despite the close ties that the government of Sudan have linked the government in Tehran, but the Sudanese government has worked to put an end to Iranian meddling in the internal affairs of Sudan, and it turned out that by rejecting Iran's offer of financial and military aid to Sudan to eliminate the rebel movement, led by John Garang in southern Sudan.
- It turns out the improvement of relations between the two countries through the exchange of official visits at the highest levels and contract agreements in all fields, and the feet of Iran to provide economic aid to Sudan.
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The inflammatory response is a crucial aspect of the tissues’ responses to deleterious inflammogens. This complex response involves leukocytes cells such as macrophages, neutrophils, and lymphocytes, also known as inflammatory cells. In response to the inflammatory process, these cells release specialized substances which include vasoactive amines and peptides, eicosanoids, proinflammatory cytokines, and acute-phase proteins, which mediate the inflammatory process by preventing further tissue damage and ultimately resulting in healing and restoration of tissue function. This review discusses the role of the inflammatory cells as well as their by-products in the mediation of inflammatory process. A brief insight into the role of natural an
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The primary objective of this study is to manage price market items in the construction of walls for affordable structures with load-bearing hollow masonry units using the ACI 211.1 blend design with a slump range of 25-50 mm that follows the specification limits of IQS 1077. It was difficult to reach a suitable cement weight to minimum content (economic and environmental goal), so many trail mixtures were cast. A portion (10-20%) of the coarse aggregates was replaced with concrete, tile, and clay-brick waste. Finally, two curing methods were used: immersion under water as normal curing, and water spraying as it is closer to the field conditions. The recommendation in IQS 1077 to increase the curing period from 14 to 28 days was tak
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The piled raft is a geotechnical composite construction consisting of three elements: piles, raft and soil.
In the design of piled rafts, the load shared between the piles and the raft, and the piles are used up to a
load level that can be of the same order of magnitude as the bearing capacity of a comparable single
pile or even greater. Therefore, the piled raft foundation allows reduction of settlements in a very
economic way as compared to traditional foundation concepts.
This paper presents experimental study to investigate the behavior of piled raft system in sandy
soil. A small scale “prototype” model was tested in a sand box with load applied to the system through
a compression machine. The settlement was
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