International Journal of Science, Engineering and Technology
1. A MECHANICS FOR ASSURING DATA STORAGE SECURITY IN CLOUD COMPUTING
PRIYA, PRATIBHA GANGWAR, MAMTA GADORIA
2. VHDL IMPLEMENTATION FOR FSM BASED APPROACH OF TRAFFIC LIGHT CONTROLLER
NIDHI GOPAL, MADHURI PANWAR, PINKY GUPTA
3. TAUR’S MODEL: AN ANALYTICAL SOLUTION FOR DRAIN CURRENT IN UNDOPED BODY SDG MOSFET
MADHURI PANWAR, NIDHI GOPAL, NAVEEN UPADHYAY
4. IMAGE COMPRESSION TECHNIQUE USING WAVELET TRANSFORMATION
NIDHI GOPAL, MADHURI PANWAR, NAVEEN UPADHYAY
5. AUTOMATIC TELEPHONE ANSWERING MACHINE WITH IMAGE PROCESSING
RICHA SINGH RATHORE, DISHA MALIK
6. 32 BIT ARITHMETIC LOGICAL UNIT (ALU) USING VHDL
DISHA MALIK , RICHA SINGH RATHORE
7. SERVER CLUSTERING TECHNOLOGY & CONCEPT
VAIBHAV MATHUR M00383937, COMPUTER NETWORK, MIDDLESEX UNIVERSITY
8. A BROADBAND BICONICAL ANTENNA FOR WIDE ANGLE RECEPTION
SAURABH SHUKLA , NAVEEN UPADHYAY
9. A COMBINATION OF VIDEO GAMES AND ARTIFICIAL INTELLIGENCE
JAYA SACHAN
10. ACCOMPLISHMENT AND TIMING PRESENTATION: CLOCK GENERATION OF CMOS IN VLSI
MANOJ KUMAR CHOUDHARY
11. DYNAMIC MODEL REPRESENTATION IN THE LOCALITY FREQUENT NEURAL NETWORKS
JITENDRA JOSHI, RITU NAGWANI, RENU DESWAL, PRIYANKA SHARMA
12. FUTURE OF V BAND IN SATELLITE COMMUNICATION
ASHISH TYAGI, CHANDAN CHOUDHARY, NAVEEN UPADHYAY
13. COOKIES, AND IT’S TRACKING MECHANISM FOR USER’S IDENTIFICATION
VAIBHAV MATHUR M00383937, COMPUTER NETWORK, MIDDLESEX UNIVERSITY
15. Structural, Morphological & Optical Study of Eu-doped CDS Nanocrystals
Sanjay Kumar Dubey, A. K. Jaiswal
Study and Analysis of Stabilization of Expansive Soil by Industrial Solid Wastes
Authors- Ritu Mewade
Abstract-Expansive soils pose significant challenges in geotechnical engineering due to their high shrink-swell potential, which affects the stability of structures. The utilization of industrial solid wastes, such as fly ash and Corex slag, provides an eco-friendly and cost-effective solution for soil stabilization. This study investigates the effects of fly ash and Corex slag on the engineering properties of expansive soil. Various laboratory tests, including plastic limits, compaction, unconfined compressive strength, and California bearing ratio (CBR), were conducted to evaluate the improvements in soil behavior. The results indicate that the addition of these industrial by-products enhances soil strength, reduces swelling potential, and improves load-bearing capacity, making them viable materials for sustainable soil stabilization.
Study on Swelling Properties of Expansive Soil
Authors- Ritu Mewade
Abstract-Industrial alkali residue was utilized as a stabilizing agent in expansive soil with a medium swelling potential in order to recycle waste materials and lessen the geological catastrophes brought on by expansive soil. The quantity of alkali residue clearly influenced the Atterberg limits, according to the findings of a series of studies conducted on the stabilized soil. The plasticity limit, lower liquid limit, and lower plasticity index increase with the amount of alkali residue. As the percentage of alkali residue increases, the free swelling ratio, swelling ratios without pressure, and swelling force under pressure decrease. Additionally, models of negative index functions were consistent with the relationship between the swelling index and the percentage of alkali residue. 20% was proposed as the adaptive ratio of alkali residue in costly soil after taking into account the overall improvement in efficiency. With setting time, swelling ratios without pressure rapidly decreased. The primary idea behind how alkali residue improves expansive soil is that it sets and hardens the expansive soil by replacing a part of it with alkali residue.