4 research outputs found
Investigation of the Effects of Nano Silica Particles and Zeolite on the Mechanical Strengths of Metakaolin-Based Geopolymer Concrete
Due to its unique qualities, concrete is the most extensively utilized substance in the construction sector after water. However, because one ton of Portland cement produces about one ton of CO2, the Portland cement manufacturing process has considerable disadvantages. As a result, an alternative to Portland cement appears to be required. Geopolymer is a new and environmentally friendly cementitious material that can be used in place of Portland cement. Chemically and mechanically, geopolymer concrete outperforms traditional concrete. The weight ratio of water to dry matter used in polymerization, as well as the weight ratio of sodium silicate to NaOH solution, have an impact on the compressive strength of geopolymer concrete. As a result, additional research into these variables appeared to be necessary. This paper specifically looked at how nanosilica and zeolite affected the mechanical strength of metakaolin-based geopolymer concrete. Nanosilica was added to metakaolin-based geopolymer concrete to improve mechanical characteristics. Furthermore, using zeolite in a metakaolin-based aluminosilicate source lowers the mechanical strength of geopolymer concrete while also lowering the cost. The optimal weight ratios for polymerization water to dry matter and sodium silicate solution to NaOH solution were 0.4741 and 1.5, respectively, resulting in maximum compressive pressures of 3, 7, and 28 days
Effect of gelatin powder, almond shell, and recycled aggregates on chemical and mechanical properties of conventional concrete
The objective of the research is to study the effect of different additives on the conventional concrete. In this term, three types of materials have been added to the concrete: gelatin powder as the binder, recycled aggregates, and almond shell as the fine and coarse aggregates. Several experiments have been made tΠΎ determine physical and mechanical properties, such as test for compressive and tensile strengths, for impact loading strength, durability test (water absorption) and deep penetration tests. Moreover, the microstructure results for the new type of concrete have been studied by means of scanning electron microscopy (SEM) and energy-dispersive x-ray spectroscopy (EDXS). The results show that when 70 kg of gelatin powder is added to 1 m3 of concrete, the concreteβs compressive strength and tensile strength are improved more than 22%; during impact loading the first and ultimate cracks are 11 and 129 by numbers, and the first and ultimate cracksβ strength is more than 223 and 2346 J respectively. The durability of sample from concrete with additional gelatin has been improved. SEM results illustrate that the weakness of almond shell concrete is related to cracks and voids between the cement matrix and almond shell. The voids of gelatin concrete are higher than that of conventional concrete. The conventional concrete has smooth crystals, and gelatin concrete has sharp and cubic crystals. EDXS results show that chemical content of these two types of concrete is different: conventional concrete contains silicon, while EDXS results show that chemical content of these two types of concrete is different: conventional concrete contains silicon, while gelatin concrete contains calcium and also C-S-H gel is generated in it
A Novel Minimally Invasive technique for dilatation of hepaticojejunostomy stricture: A case report
Abstract Using a nephroscope in a laparoscopic operation to relieve the hepaticojejunostomy stricture (HJS) by transjejunal dilatation is a minimally invasive and applicable method. It can be used as the first step for such patients
ΠΠ»ΠΈΡΠ½ΠΈΠ΅ ΠΏΠΎΡΠΎΡΠΊΠ° ΠΆΠ΅Π»Π°ΡΠΈΠ½Π°, ΠΌΠΈΠ½Π΄Π°Π»ΡΠ½ΠΎΠΉ ΡΠΊΠΎΡΠ»ΡΠΏΡ ΠΈ Π²ΡΠΎΡΠΈΡΠ½ΡΡ Π·Π°ΠΏΠΎΠ»Π½ΠΈΡΠ΅Π»Π΅ΠΉ Π½Π° Ρ ΠΈΠΌΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΠΈ ΠΌΠ΅Ρ Π°Π½ΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΡΠ²ΠΎΠΉΡΡΠ²Π° ΠΎΠ±ΡΡΠ½ΠΎΠ³ΠΎ Π±Π΅ΡΠΎΠ½Π°
The objective of the research is to study the effect of different additives on the conventional concrete. In this term, three types of materials have been added to the concrete: gelatin powder as the binder, recycled aggregates, and almond shell as the fine and coarse aggregates. Several experiments have been made tΠΎ determine physical and mechanical properties, such as test for compressive and tensile strengths, for impact loading strength, durability test (water absorption) and deep penetration tests. Moreover, the microstructure results for the new type of concrete have been studied by means of scanning electron microscopy (SEM) and energy-dispersive x-ray spectroscopy (EDXS). The results show that when 70 kg of gelatin powder is added to 1 m3 of concrete, the concreteβs compressive strength and tensile strength are improved more than 22%; during impact loading the first and ultimate cracks are 11 and 129 by numbers, and the first and ultimate cracksβ strength is more than 223 and 2346 J respectively. The durability of sample from concrete with additional gelatin has been improved. SEM results illustrate that the weakness of almond shell concrete is related to cracks and voids between the cement matrix and almond shell. The voids of gelatin concrete are higher than that of conventional concrete. The conventional concrete has smooth crystals, and gelatin concrete has sharp and cubic crystals. EDXS results show that chemical content of these two types of concrete is different: conventional concrete contains silicon, while EDXS results show that chemical content of these two types of concrete is different: conventional concrete contains silicon, while gelatin concrete contains calcium and also C-S-H gel is generated in it.Π¦Π΅Π»Ρ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΡ - ΠΎΠΏΡΠ΅Π΄Π΅Π»ΠΈΡΡ Π²Π»ΠΈΡΠ½ΠΈΠ΅ ΡΠ°Π·Π»ΠΈΡΠ½ΡΡ
Π΄ΠΎΠ±Π°Π²ΠΎΠΊ Π½Π° ΡΠ²ΠΎΠΉΡΡΠ²Π° ΠΎΠ±ΡΡΠ½ΠΎΠ³ΠΎ Π±Π΅ΡΠΎΠ½Π°. Π Π±Π΅ΡΠΎΠ½Π½ΡΡ ΡΠΌΠ΅ΡΡ Π²Π½Π΅ΡΠ΅Π½Ρ ΡΡΠΈ Π²ΠΈΠ΄Π° Π΄ΠΎΠ±Π°Π²ΠΎΠΊ: ΠΆΠ΅Π»Π°ΡΠΈΠ½ΠΎΠ²ΡΠΉ ΠΏΠΎΡΠΎΡΠΎΠΊ Π² ΠΊΠ°ΡΠ΅ΡΡΠ²Π΅ ΡΠ²ΡΠ·ΡΡΡΠ΅Π³ΠΎ, Π²ΡΠΎΡΠΈΡΠ½ΡΠ΅ Π·Π°ΠΏΠΎΠ»Π½ΠΈΡΠ΅Π»ΠΈ ΠΈ ΠΌΠΈΠ½Π΄Π°Π»ΡΠ½Π°Ρ ΡΠΊΠΎΡΠ»ΡΠΏΠ° Π² ΠΊΠ°ΡΠ΅ΡΡΠ²Π΅ ΠΌΠ΅Π»ΠΊΠΎΠ³ΠΎ ΠΈ ΠΊΡΡΠΏΠ½ΠΎΠ³ΠΎ Π·Π°ΠΏΠΎΠ»Π½ΠΈΡΠ΅Π»Π΅ΠΉ. ΠΡΠΎΠ²Π΅Π΄Π΅Π½ΠΎ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΠ΅ ΠΏΠΎ ΠΎΠΏΡΠ΅Π΄Π΅Π»Π΅Π½ΠΈΡ ΡΠΈΠ·ΠΈΠΊΠΎ-ΠΌΠ΅Ρ
Π°Π½ΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΠ²ΠΎΠΉΡΡΠ² Π±Π΅ΡΠΎΠ½Π° Ρ ΡΠΊΠ°Π·Π°Π½Π½ΡΠΌΠΈ Π΄ΠΎΠ±Π°Π²ΠΊΠ°ΠΌΠΈ: ΠΏΡΠΎΡΠ½ΠΎΡΡΠΈ Π½Π° ΡΠΆΠ°ΡΠΈΠ΅ ΠΈ ΡΠ°ΡΡΡΠΆΠ΅Π½ΠΈΠ΅, ΠΈΡΠΏΡΡΠ°Π½ΠΈΡ Π½Π° ΡΠ΄Π°ΡΠ½ΡΡ Π½Π°Π³ΡΡΠ·ΠΊΡ, Π½Π° Π΄ΠΎΠ»Π³ΠΎΠ²Π΅ΡΠ½ΠΎΡΡΡ (Π²ΠΎΠ΄ΠΎΠΏΠΎΠ³Π»ΠΎΡΠ΅Π½ΠΈΠ΅) ΠΈ Π½Π° Π³Π»ΡΠ±ΠΈΠ½Ρ ΠΏΡΠΎΠ½ΠΈΠΊΠ½ΠΎΠ²Π΅Π½ΠΈΡ Π²Π»Π°Π³ΠΈ Π² Π±Π΅ΡΠΎΠ½. ΠΠΈΠΊΡΠΎΡΡΡΡΠΊΡΡΡΠ° Π±Π΅ΡΠΎΠ½Π° ΠΈΠ·ΡΡΠ΅Π½Π° Ρ ΠΏΠΎΠΌΠΎΡΡΡ ΡΠΊΠ°Π½ΠΈΡΡΡΡΠ΅ΠΉ ΡΠ»Π΅ΠΊΡΡΠΎΠ½Π½ΠΎΠΉ ΠΌΠΈΠΊΡΠΎΡΠΊΠΎΠΏΠΈΠΈ (SEM) ΠΈ ΡΠ½Π΅ΡΠ³ΠΎΠ΄ΠΈΡΠΏΠ΅ΡΡΠΈΠΎΠ½Π½ΠΎΠΉ ΡΠ΅Π½ΡΠ³Π΅Π½ΠΎΠ²ΡΠΊΠΎΠΉ ΡΠΏΠ΅ΠΊΡΡΠΎΡΠΊΠΎΠΏΠΈΠΈ (EDXS). Π£ΡΡΠ°Π½ΠΎΠ²Π»Π΅Π½ΠΎ, ΡΡΠΎ ΠΏΡΠΈ Π΄ΠΎΠ±Π°Π²Π»Π΅Π½ΠΈΠΈ 70 ΠΊΠ³ ΠΆΠ΅Π»Π°ΡΠΈΠ½ΠΎΠ²ΠΎΠ³ΠΎ ΠΏΠΎΡΠΎΡΠΊΠ° Π½Π° 1 ΠΌ3 Π±Π΅ΡΠΎΠ½Π° Π΅Π³ΠΎ ΠΏΡΠΎΡΠ½ΠΎΡΡΡ Π½Π° ΡΠΆΠ°ΡΠΈΠ΅ ΠΈ ΡΠ°ΡΡΡΠΆΠ΅Π½ΠΈΠ΅ ΡΠ²Π΅Π»ΠΈΡΠΈΠ»Π°ΡΡ Π±ΠΎΠ»Π΅Π΅ ΡΠ΅ΠΌ Π½Π° 22 %; ΠΏΠΎΠ΄ Π΄Π΅ΠΉΡΡΠ²ΠΈΠ΅ΠΌ ΡΠ΄Π°ΡΠ½ΠΎΠΉ Π½Π°Π³ΡΡΠ·ΠΊΠΈ Π½Π°ΡΠ°Π»ΡΠ½ΠΎΠ΅ ΠΈ ΠΏΡΠ΅Π΄Π΅Π»ΡΠ½ΠΎΠ΅ ΠΊΠΎΠ»ΠΈΡΠ΅ΡΡΠ²ΠΎ ΡΡΠ΅ΡΠΈΠ½ ΡΠΎΡΡΠ°Π²Π»ΡΠ΅Ρ 11 ΠΈ 129, Π° Π½Π°ΡΠ°Π»ΡΠ½Π°Ρ ΠΈ ΠΏΡΠ΅Π΄Π΅Π»ΡΠ½Π°Ρ ΠΏΡΠΎΡΠ½ΠΎΡΡΡ ΡΡΠ΅ΡΠΈΠ½ΠΎΠΎΠ±ΡΠ°Π·ΠΎΠ²Π°Π½ΠΈΡ - Π±ΠΎΠ»Π΅Π΅ 223 ΠΈ 2346 ΠΠΆ ΡΠΎΠΎΡΠ²Π΅ΡΡΡΠ²Π΅Π½Π½ΠΎ. ΠΡΠΎΠΌΠ΅ ΡΠΎΠ³ΠΎ, ΠΏΠΎΠΊΠ°Π·Π°ΡΠ΅Π»ΠΈ Π΄ΠΎΠ»Π³ΠΎΠ²Π΅ΡΠ½ΠΎΡΡΠΈ Π»ΡΡΡΠ΅ Ρ Π±Π΅ΡΠΎΠ½Π° Ρ Π΄ΠΎΠ±Π°Π²Π»Π΅Π½ΠΈΠ΅ΠΌ ΠΆΠ΅Π»Π°ΡΠΈΠ½Π°. Π Π΅Π·ΡΠ»ΡΡΠ°ΡΡ, ΠΏΠΎΠ»ΡΡΠ΅Π½Π½ΡΠ΅ ΠΏΡΠΈ ΠΏΠΎΠΌΠΎΡΠΈ SEM, Π΄Π΅ΠΌΠΎΠ½ΡΡΡΠΈΡΡΡΡ, ΡΡΠΎ ΠΏΠΎΠ½ΠΈΠΆΠ΅Π½Π½Π°Ρ ΠΏΡΠΎΡΠ½ΠΎΡΡΡ Π±Π΅ΡΠΎΠ½Π° Ρ Π΄ΠΎΠ±Π°Π²Π»Π΅Π½ΠΈΠ΅ΠΌ ΠΌΠΈΠ½Π΄Π°Π»ΡΠ½ΠΎΠΉ ΡΠΊΠΎΡΠ»ΡΠΏΡ ΡΠ²ΡΠ·Π°Π½Π° Ρ ΡΡΠ΅ΡΠΈΠ½Π°ΠΌΠΈ ΠΈ ΠΏΡΡΡΠΎΡΠ°ΠΌΠΈ ΠΌΠ΅ΠΆΠ΄Ρ ΡΠ΅ΠΌΠ΅Π½ΡΠ½ΠΎΠΉ ΠΌΠ°ΡΡΠΈΡΠ΅ΠΉ ΠΈ ΠΌΠΈΠ½Π΄Π°Π»ΡΠ½ΠΎΠΉ ΡΠΊΠΎΡΠ»ΡΠΏΠΎΠΉ. ΠΡΡΡΠΎΡΡ Π² Π±Π΅ΡΠΎΠ½Π΅ Ρ ΠΆΠ΅Π»Π°ΡΠΈΠ½ΠΎΠΌ Π²ΡΡΠ΅, ΡΠ΅ΠΌ Π² ΠΎΠ±ΡΡΠ½ΠΎΠΌ Π±Π΅ΡΠΎΠ½Π΅. Π‘ΡΡΡΠΊΡΡΡΠ° ΠΎΠ±ΡΡΠ½ΠΎΠ³ΠΎ Π±Π΅ΡΠΎΠ½Π° ΠΈΠΌΠ΅Π΅Ρ Π²ΠΈΠ΄ Π³Π»Π°Π΄ΠΊΠΈΡ
ΠΊΡΠΈΡΡΠ°Π»Π»ΠΎΠ², Π° Π±Π΅ΡΠΎΠ½Π° Ρ ΠΆΠ΅Π»Π°ΡΠΈΠ½ΠΎΠΌ - ΠΎΡΡΡΡΠ΅ ΠΈ ΠΊΡΠ±ΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΠΊΡΠΈΡΡΠ°Π»Π»Ρ. Π Π΅Π·ΡΠ»ΡΡΠ°ΡΡ, ΠΏΠΎΠ»ΡΡΠ΅Π½Π½ΡΠ΅ Ρ ΠΏΠΎΠΌΠΎΡΡΡ EDXS, ΠΏΠΎΠΊΠ°Π·Π°Π»ΠΈ ΡΠ°Π·Π»ΠΈΡΠΈΠ΅ Π² Ρ
ΠΈΠΌΠΈΡΠ΅ΡΠΊΠΎΠΌ ΡΠΎΡΡΠ°Π²Π΅: ΠΎΠ±ΡΡΠ½ΡΠΉ Π±Π΅ΡΠΎΠ½ ΡΠΎΠ΄Π΅ΡΠΆΠΈΡ ΠΊΡΠ΅ΠΌΠ½ΠΈΠΉ, ΡΠΎΠ³Π΄Π° ΠΊΠ°ΠΊ Π±Π΅ΡΠΎΠ½ Ρ Π΄ΠΎΠ±Π°Π²ΠΊΠΎΠΉ ΠΆΠ΅Π»Π°ΡΠΈΠ½Π° Π² Π²ΡΡΠ΅ΡΠΊΠ°Π·Π°Π½Π½ΡΡ
ΠΏΡΠΎΠΏΠΎΡΡΠΈΡΡ
ΡΠΎΠ΄Π΅ΡΠΆΠΈΡ ΠΊΠ°Π»ΡΡΠΈΠΉ ΠΈ Π² Π½Π΅ΠΌ ΠΎΠ±ΡΠ°Π·ΡΠ΅ΡΡΡ Π³Π΅Π»Ρ C-S-H