In this paper, we propose a large-update primal-dual interior point algorithm for linear optimization. The method is based on a new class of kernel functions which differs from the existing kernel functions in which it has a double barrier term. The investigation according to it yields the best known iteration bound O( √ n log(n) log( n ε )) for large-update algorithm with the special choice of its parameter m and thus improves the iteration bound obtained in Bai et al. [2] for large-update algorithm.

The present work aims to investigate the feasibility to use date palm waste as reinforcement to improve durability and performance of concrete. Four formulations (0 wt %, 5 wt %, 10 wt % and 15 wt %) were prepared according to the date palm fibers weight contents. The performance of all these formulations was studied in terms of swelling, drying shrinkage, weight change, compressive strength and volume change. The investigations were performed by exposing the samples to various environments: immersion in water, drying, salts exposure and cyclic wetting/drying. The results revealed that mortar reinforced with date palm fibers offers better shrinkage prevention, and thus allows decreasing the cracking effect. Moreover, the composites prepared with high content of natural fibers showed better resistance against sulphuric acid attack and therefore better resistance to deterioration. A significant enhancement in mechanical behavior following alkali treatment was recorded. Finally, date palm fibers can mainly contribute for minimizing the deterioration of cement mortar composites following cyclic wetting and drying

The present work aims to investigate the feasibility to use date palm waste as reinforcement to improve durability and performance of concrete. Four formulations (0 wt %, 5 wt %, 10 wt % and 15 wt %) were prepared according to the date palm fibers weight contents. The performance of all these formulations was studied in terms of swelling, drying shrinkage, weight change, compressive strength and volume change. The investigations were performed by exposing the samples to various environments: immersion in water, drying, salts exposure and cyclic wetting/drying. The results revealed that mortar reinforced with date palm fibers offers better shrinkage prevention, and thus allows decreasing the cracking effect. Moreover, the composites prepared with high content of natural fibers showed better resistance against sulphuric acid attack and therefore better resistance to deterioration. A significant enhancement in mechanical behavior following alkali treatment was recorded. Finally, date palm fibers can mainly contribute for minimizing the deterioration of cement mortar composites following cyclic wetting and drying

The present work aims to investigate the feasibility to use date palm waste as reinforcement to improve durability and performance of concrete. Four formulations (0 wt %, 5 wt %, 10 wt % and 15 wt %) were prepared according to the date palm fibers weight contents. The performance of all these formulations was studied in terms of swelling, drying shrinkage, weight change, compressive strength and volume change. The investigations were performed by exposing the samples to various environments: immersion in water, drying, salts exposure and cyclic wetting/drying. The results revealed that mortar reinforced with date palm fibers offers better shrinkage prevention, and thus allows decreasing the cracking effect. Moreover, the composites prepared with high content of natural fibers showed better resistance against sulphuric acid attack and therefore better resistance to deterioration. A significant enhancement in mechanical behavior following alkali treatment was recorded. Finally, date palm fibers can mainly contribute for minimizing the deterioration of cement mortar composites following cyclic wetting and drying

The present work aims to investigate the feasibility to use date palm waste as reinforcement to improve durability and performance of concrete. Four formulations (0 wt %, 5 wt %, 10 wt % and 15 wt %) were prepared according to the date palm fibers weight contents. The performance of all these formulations was studied in terms of swelling, drying shrinkage, weight change, compressive strength and volume change. The investigations were performed by exposing the samples to various environments: immersion in water, drying, salts exposure and cyclic wetting/drying. The results revealed that mortar reinforced with date palm fibers offers better shrinkage prevention, and thus allows decreasing the cracking effect. Moreover, the composites prepared with high content of natural fibers showed better resistance against sulphuric acid attack and therefore better resistance to deterioration. A significant enhancement in mechanical behavior following alkali treatment was recorded. Finally, date palm fibers can mainly contribute for minimizing the deterioration of cement mortar composites following cyclic wetting and drying

La présente étude a pour objet la modélisation de la profondeur d’affouillement autour des piles de pont circulaires en Algérie (Zones semi-arides) par Réseaux de Neurone Artificiels (neuro- émulation). A la phase de prétraitement, la réduction de la dimensionnalité des entrées au modèle neuronal est effectuée par la méthode classique linéaire : l’analyse en composantes principales (ACP). Les résultats obtenus pour ce type de données ont montré que l’ACP fourni des modèles très performants.