Salient Features of India constitution especially power and functions
FIRST REVIEW 1.pptx
1. MEENAKSHI SUNDARARAJAN ENGINEERING COLLEGE
DEPARTMENT OF CIVIL ENGINEERING
INNOVATIVE AND CREATIVE PROJECT -7TH SEMESTER
FIRST REVIEW
NIRANJJAN P.S
(311520103017)
MOHAN RAJ .E
(311520103016)
SHAIK ZUBAIR .R
(311520103019)
TEAM MEMBERS INTERNAL GUIDE EXTERNAL GUIDE
M.PONNI MURUGESAN
ASSISTANT PROFESSOR
CIVIL DEPARTMENT
MSEC
PRASAD.K
TRANSPORTATION
ENGINEER IN CENTRAL
METRO RAIL LIMITED
(CMRL)
2. S.NO JOURNALS AUTHORS YEAR DESCRIPTION
1. DEFECT CHANGE DETECTION USING 3D
PHOTOGRAMMETRY
KRISADA
CHAIYASARN
JUL 2005 USED TO FIND DEFECTION
USING IMAGE BASED 3D
PROGRAMMETERY
2. Partial replacement of E-plastic waste as
Coarse-aggregate in Concrete
Ashwini
Manjunath
JAN 2015 E-plastic waste as Coarse-
aggregate in Concrete
3. A FULLY PRECAST PIER SYSTEM FOR SEISMIC
REGIONS
MAHESH
ACHARYA
FEB 2011 DESIGN OF PIER SYSTEM FOR
SEISMIC REGIONS
4. PROGRESSIVE COLLAPSE BEHAVIOUR OF
LONG SPAN CABLE STAYED BRIDGE INDUCED
BY CABLE LOSS
QUAN CHEN AUG 2015 USED TO FIND PROGRESSIVE
COLLAPSE BEHAVIOUR IN
CABLE BRIDGES
5. OBSERVING ARCHITECTURAL ENGINEERING
USING EYE TRACKING METHODS
STEPHANIE BUNT DEC 2019 ARCHITECTURAL ENGINEERING
USING EYE TRACKING METHOD
6. FLEXURAL PERFORMANCE OF STONE BEAMS
OF STREGTHENED WITH PRE FABRICATED
PRESTRESSED CFRP REINFORCED STONE
PLATES
YONG YE MAR 2007 DESING OF PRE FABRICATED
CFRP STONE PLATES
7. OPTIMIZING THE PLANING OF MAINTANENCE
ACTIVITIES IN EDUCATIONAL BUILDINGS
MISHAL ALASHARI SEP 2020 MAINTANENCE ACTIVITIES OF
EDUCATIONAL BUILDINGS
8. MORINGA SEED CAKE BIO-CHAR BHOOMI.A.KAMDA
R
APR 2023 SUSTAINABLE REMEDIATION OF
LEAD CONTAMINATED SOIL
3. Partial replacement of E-plastic waste as Coarse-aggregate in
Concrete
Author :Ashwini Manjunath
Year : 2015
ABSTRACT
The management and recycling of E plastic waste is rapidly growing as it is a
valuable resource of IT industries and it is very hazardous substances and with low recycling
rate.
The Utilization of e plastic waste materials is a partial solution to environmental
and ecological problems.
As the use of E plastic waste will reduces the Aggregate cost and provides a good
strength for the structures and roads.
E-waste particles as fine and coarse aggregates in concrete with a percentage
replacement ranging from 0 %, 20% to 30% i.e. (0%, 10%, 20% and 30%) on the strength
criteria of M20 Concrete.
5. Flexural Strength Test Results:
Flexural strength of all concrete mixes where the
flexural strength of the specimen is expressed
The modulus of rupture fb, and for testing purpose
beams of size 150 × 150 × 700 mm were casted in cured in clean
water for 28 days
6. Workability test results:
● Slump Cone Test was conducted on fresh concrete with varying percentage of E-
plastic to know the workability of concrete as the amount of E-plastic waste
increases.
● where 0% is S1 is Conventional Mix or normal concrete mix, S2 with E plastic of 0%
of, S3 with 20% of E plastic and S4 with 30% of E plastic.
7. Conclusion
❏ Plastics can be used to replace some of the aggregates in a concrete
mixture. This contributes to reducing the unit weight of the
concrete .
❏ For a given w/c, the use of plastics in the mix lowers the density,
compressive strength and tensile strength of concrete.
8. ABSTRACT:
❏ Parametric optimization techniques allow building designers to pursue multiple
performance objectives, which can benefit the overall design.
❏ However, the strategies used by architecture and engineering graduate students
when working with optimization tools are unclear, and ineffective computational
design procedures may limit their success as future designers.
❏ In response, this research identifies several designerly behaviors of graduate
students when responding to a conceptual building design optimization task.
❏ It uses eye-tracking, screen recording, and empirical methods to code their
behaviors following the situated function-behaviour-structure (FBS) framework.
From these data streams, three different types of design iterations emerge: one by
the designer alone, one by the optimizer alone, and one by the designer
incorporating feedback from the optimizer.
9. Flexural Performance of Stone Beams Strengthened with
Prefabricated Prestressed CFRP-Reinforced Stone Plates
ABSTRACT: AUTHOR: YONG YE
❏ A strengthening technique incorporating prefabricated prestressed carbon fiber–
reinforced polymer (CFRP) was proposed and evaluated.
❏ The flexural performance of bare stone beams strengthened with prefabricated
prestressed CFRP-reinforced stone plates was investigated by testing 11 stone
beams.
❏ The test variables considered involved the diameter and prestress level of the
CFRP bars, the reinforcement ratio, and the surface condition of the stone plate.
The stress transfer efficiency between different components during the
prestressing and strengthening processes was monitored with the aid of strain
gauges that were attached to the CFRP bars and stone beams.
❏ The monitoring results showed that the CFRP bars prestress could be effectively
maintained by the temporary device and then transferred to the stone beam to be
strengthened.
MAR,2007
10. Optimizing the Planning of Maintenance Activities in Education
Buildings
AUTHOR : Mishal Alashari
ABSTRACT:
❏ Thousands of againg education buildings in the US are in urgent need of
maintenance to ensure their operational performance.
❏ The planning and scheduling of these maintenance activities need to be
optimized to minimize their total maintenance costs and reduce the challenging
deferred maintenance problems confronting education institutions in the US.
❏ This paper presents the development of a novel model for optimizing the
planning of maintenance activities in education buildings.
❏ The computations of the developed model are implemented utilizing an
optimization module that identifies an optimal maintenance schedule for
minimizing total maintenance costs; a scheduling module that calculates the start
day, start hour, finish day, and finish hour of all maintenance activities; and a
cost estimating module that estimates the total maintenance cost for each
generated schedule.
SEP,2020
11. Moringa Seed Cake Biochar: A Novel Binder for Sustainable
Remediation of Lead-Contaminated Soil
AUTHOR: Bhoomi A. Kamdar
❏ The present investigation applies the stabilization/solidification technique for
lead (Pb)-contaminated soil remediation utilizing an organic binder to negate
the environmental consequences caused by inorganic binders such as cement.
❏ This research synthesized novel biochar by slow pyrolysis of moringa seed
cake or de-oiled cake (waste generated after oil recovery) and tested its
physicochemical characteristics, which revealed that it possesses a high pH and
abundant surface functional groups that can act as potential adsorption sites for
lead.
❏ Furthermore, the effects of biochar content (0% to 10% w/w) and curing time
on the stabilization of soil contaminated with Pb at a concentration of
❏ 5,000 mg/kg
ABSTRACT: APR,2023
