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BAGZI HIP HOP WORLD: CONNECTING MUSICIANS THROUGH WEB PROGRAMMING AND SOCIAL NETWORKING

Published In: 9TH INTERNATIONAL E-CONFERENCE ON ENGINEERING, TECHNOLOGY AND MANAGEMENT
Author(s): BLAGOJ SHIKOSKI

Abstract: This paper presents BagziHipHopWorld, a web application and social networking platform that connects artists and facilitates the sharing and promotion of original music within the hip-hop genre. By leveraging modern software tools, users can create accounts, upload music, and engage in meaningful communication. The development process, interface design, and database architecture are discussed. User feedback highlights positive experiences, emphasizing the platform's potential for artist collaboration. Future work includes cloud integration and enhanced web security measures. BagziHipHopWorld demonstrates the transformative power of web applications in the music industry and creation of the new opportunities for aspiring musicians.

  • Publication Date: 05-Aug-2023
  • DOI: 10.15224/ 978-1-63248-196-2-08
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LABORATORY TESTS ON THE DETERMINATION OF THE UNDRAINED SHEAR STRENGTH OF KAOLIN AND BENTONITE MUD

Published In: 9TH INTERNATIONAL E-CONFERENCE ON ENGINEERING, TECHNOLOGY AND MANAGEMENT
Author(s): BOBY LIMOWA , BUDIJANTO WIDJAJA

Abstract: Mudflow is a type of ground movement that occurs rapidly when the water content of the soil increases, exceeding its liquid limit. The rheological approach is commonly used to study the stress-strain behavior of a mudflow. Two rheological-based parameters used to determine the flow velocity of the mudflow are yield stress and viscosity. In this study, yield stress was assumed to be equal to the undrained shear strength of the cohesive soils. Three laboratory test methods (i.e., the fall cone penetration test, the vane shear test, and the cylinder strength meter) were adopted to estimate the undrained shear strength of kaolin and bentonite soils. The results indicated that the cylinder strength test method had benefits against the other conventional methods in measuring the undrained shear strength of the soils with high water content. The experimental results also show that increasing the water content decreased the undrained shear strength and increased the flow velocity.

  • Publication Date: 05-Aug-2023
  • DOI: 10.15224/ 978-1-63248-196-2-09
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