Students Project Reports (UG)

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Affordable housing to clear slums from the cities
(AIKTC, 2018-05) Mahajan, Girish; SHAIKH, MOHAMMED RAHIL MD AFZAL (15DCES89); SHAIKH, SHAHRUKH M AULIYA (15DCES92); MASTER, MUFADDAL MOHSIN (13CES30); SHAIKH, MD SHARIF MD RAFIQUE (15DCES88)
India’s Urban Population has grown over the past 3-4 decades from 109 million in 1971 to 377 million in 2011 and is expected to grow to almost 600 million by 2030. While rapid urbanization and growing cities provide various opportunities, there are Fallout in terms of proliferation of slums, high prices of land and building materials Which render houses unaffordable for the segment at the bottom of the pyramid? The scheme of Affordable Housing in Partnership aims to encourage private sector participation in creation of affordable housing stock recognising that mere efforts of Government would be insufficient to address the housing shortage. It was earlier introduced in 2009 as part of BSUP component of JNNURM and subsequently, Affordable Housing in Partnership was dovetailed with Rajiv Awas Yojana (RAY) in 2011.
Affordable housing using geographical information system
(AIKTC, 2021-05) Parkar, Fauwaz; Khan, Ibrahim (18DCE06); Kokate, AbdulHadi (18DCE07); Asil, Rais (18DCE11); Shaikh, Sameer (18DCE17)
Affordable housing is a problem that many countries are taking stock of, world over. In India, the problem is much more stark with an estimated shortage of around 18 million houses, with 99% of this in the economically weaker sections of society. This paper sets out the definitions of affordable housing in India and across the world; the issues with the various definitions of affordable housing; the institutions and agencies responsible for formulating and implementing affordable housing policies in the state; the opportunites and challenges in affordable housing as well as a discussion on learnings from international experience in this sector. The Government of India (GOI) had estimated a shortage of more than 18.78 million homes at the beginning of 2012, of which 95% were in the EWS (Economically Weaker Sections) and LIG (Low Income Group) segments. Further, the country’s total urban housing shortage is projected to be about 30 million by 2022. The Indian Government currently faces an uphill task of providing for more than 2 crore dwellings by the year 2022, which translated to almost 3 million units per year to fulfill its electoral promise of ‘Housing for All by 2022’. To achieve this daunting target the government has taken various initiatives to make the affordable housing segment lucrative both for the private developers and the homebuyers. This research paper aims at assessing the impact of the government initiatives on both the parties, i.e., the private developers and the homebuyers and tries to encapsulate their views on the government policies to boost the segment. Affordable housing refers to delivering cost-effective dwelling units for those families whose income is below the median household income of the society. It is a crucial issue especially in developing nations where a majority of the population is not able to purchase houses at the market price. In the present scenario of complex, expensive and high-quality projects, profit margins have shrunk due to tough competition between developers. Hence for providing affordable housing solutions it becomes imperative to make best utilization of resources by employing efficient technologies and optimization techniques.Currently, a major drawback of the construction industry is lack of proper data flow and its management. Data is managed either on physically maintained drawing sheets or computer aided drawing and drafting tools, due to which various construction parties like the architect, the contractor, the structural engineer, the MEP, etc. Work on different platforms with their individual expertise. Hence, often the projects are impacted due clashes in members of the structural, non-structural, mechanical, electrical, plumbing and other service utility elements. Moreover, if any change is envisaged by a party, it needs to bring to the notice of all other concerned parties and all need to rectify their individual drawing plans, sections and elevations, which leads to loss of time or rework.One challenge that many projects face is the escalated construction costs. This is due to materials, equipment and other resources being procured and employed according to individual project needs, availability and expertise. Also, contractors invest a lot of their resources in construction of common utilities, which are piecemeal, and would otherwise be taken together with other projects. This is due to lack of data available with municipality and urban local bodies, let alone the contractors. Many activities are duplicated for different projects due lack of synchronization. Thus, if a group projects are brought on a common geographical platform where their spatial and non-spatial requirements can be serviced, it will lead to considerable saving for all the parties involved. Geographical Information System (GIS) is one such tool which can be used as it has the ability to create, store , manipulate and analyze.
Affordable housing using lean construction
(AIKTC, 2018-05) Jadhav, Umesh; Khan, Amir Husain (14CES12); Khan, Dawood Ibrahim (14CES16); Parkar, Fouzan (14CES35); Pavaskar, Amin (14CES37)
This project intends to compare the use of lean construction tool, Last Planner System, with traditional methods of construction in small scale construction project. Based on the success results obtained by lean production philosophy, which was introduced by Toyota in the manufacturing sector, the construction industry worldwide has adopted this techniques to eliminate waste and increase profit. In India, large construction firm like Godrej Construction and L&T Infrastructure have already adopted this technique efficiently on various sites, but there is still a reluctance from medium sized and small firms to adopt lean construction due to lack of research done on the above techniques. In this project data collection includes AutoCAD drawings of site. The 3D modelling was done using Sketch Up & a detailed estimate was prepared using MS excel. Master schedule was prepared and PPC was calculated. After applying 6 weeks look ahead plan the ppc was again calculated and by comparing a save in cost and time was observed . it is also found that there is need for behavioural changes and training for effective use of lean tool.
Alternate low cost construction materials
(AIKTC, 2018-05) Magar, Rajendra B.; Ansari, Musharraf Qayyum (14CES07); Malik, Sohail Yunus (14CES25); Pathan, Salman Noor Mohammad (14CES36); Shah, Mohammad Rahim (14CES40)
Low cost housing is a different concept which deals with effective costing and following of techniques which help in reducing the cost of construction through the use of faraway available material beside with and technology improved skill without losing the power, performance and life of structure. There is huge misconception that low cost housing is suitable for only subnormal works and they are built by using cheap building material of low quality. The fact is that low cost housing is done by proper management of resources. Economy is also achieved by postponing finish work or implementing them in phases. Cost of reduction is achieved by selection of more efficient material or by an improved design. Construction of low cost housing by using low cost construction material increases the access to building by low income group peoples. Advantage of low cost building material are pollution prevention, reducing energy consumption and use of natural materials, and reusability of building materials. The review on various low-cost building design management are presented in this paper. Keywords: Low cost, building materials, construction.
Analysis and design of (G+7) RCC building using time history analysis method
(AIKTC, 2019-05) Sarvade, Shivaji; Khan, Sameena Anwar (15CE02); Rizvi, Syed Zafar Abbas (15CE55); Shaikh, Rehan Abdul Latif (15CE49); Ombilkar, Imad Alisab (15CE33)
From last decade India is heading towards development among all fields which leads development of various infrastructure facilities. There should be some primitive measures to construct economical, aesthetical, resistive infrastructure to protect the structures from the seismic forces during earthquake events. Due to occurrence of earthquake in India there has been immense loss of life and property. After this painful loss, the main attention is to give adequate strength to the infrastructure to resist ground motion. It becomes necessary to put one step further with the advancement in the philosophies for earthquake resistance. After Bhuj earthquake IS 1893 was revised and published in the year 2002 and now in 2016, before this incident it was revised in 1984. The code was first published in 1962 as ‘‘Recommendation of Earthquake Resistant design of structure’’ the main reason for the loss of life and economy is inadequate knowledge of structural behaviour under the ground motion. In India, now-a-days infrastructures are highly affected by earthquakes and result in considerable economic losses. To overcome this problem we have studied advances in earthquake analysis and design for realistic prediction of behaviour of structure during earthquake. If the building is designed for realistic behaviour in advance, it shall experience least damage due to earthquake. The current study aims at understanding realistic behaviour of structure under dynamic loads using Time History Analysis with the use of ETABS software.
Analysis and design of foundation for RCC structure wth varying soil strata
(AIKTC, 2019-05) arlapalle, Vedprakash; Akbani, Abdul Ahad (16DCES58); Momin, Muntazir Ahmed (16DCES78); Bagwan, Sakib (16DCES62); Kazi, Mubariz [(16DCES70)
As time goes by, the development in the construction industry all over the world is progressing. Many structures are being built, both residential and non-residential, as well as roads and bridges. Foundations of any building or structure shall be designed and constructed to withstand safely all the dead, imposed and wind loads without impairing the stability or inducing excessive movement to the building or of any other building.When designing foundations for a structure there is a need to determine the bearing capacity of the underlying soil on which the foundations will be laid. This applies to all forms of foundations from a simple isolated footing to complex raft and pile cap foundations.The minimum investigation involves testing the bearing capacity of the supporting ground beneath a proposed building. This must be carried out by a suitably qualified professional or certified testing firm prior to the design of foundations. The method of testing varies depending on the sub- surface conditions. The type of ground and its bearing capacity determines the foundation requirements.
Analysis and design of prestressed I-Grider
(AIKTC, 2015-05) Magar, Rajendra; Bincy, Babu (11CE03); Bhat, Aravind (11CE12); Shaikh, Mohd. Tazir (11CE45); Siddique, Tanveer (11CE55)
Post-tensioned simply supported pre-stressed concrete (PC) I-girder bridges are widely used bridge system for short to medium span (20m to 50m) highway bridges, due to its moderate self -weight, structural efficiency, ease of fabrication, low maintenance etc. This study is on design and analysis of prestressed I- girder. Design constraints were decided using IRC 6:2010 for loading, IRC 18:2000 for minimum dimension requirement, IRC 21:2000 for concrete stresses. To formulate the entire problem for a couple of span under class A and class 70R loading, obtain shear force and bending moment at regular intervals along the beam. The software STAAD PRO is used for the analysis and design of prestressed concrete girders.
Analysis and design of retrofitting for RCC building
(AIKTC, 2018-05) Marlapalle, Vedprakash; Ansari, Faizur Rehman (14CE06); Ansari, Aqeel (14CE07); Badane, Mohammed Ali (14CE12); Khan, Sarfaraj (14CE32)
In India multi-storied building are usually constructed due to high cost and scarcity of land .In order to utilize maximum land area builders and architects generally propose high to medium rise building plan configurations. These buildings which are constructed in seismic prone areas, are likely to be damaged during earthquake. Earthquake is a natural phenomenon which can generate the most destructive forces on the structure. Buildings should be made safe for the lives by proper design and detailing of structural member in order to have a ductile form of failure. The concept of earthquake resistant design is that the building should be designed to resist the forces, which arises due to Design Basis Earthquake, with only minor damages and the forces, which arises due to Maximum Considered Earthquake, with some accepted structural damages but no collapse. This project report comprises of analysis and design of a RC building. This building is designed in ETABS and Retrofitting of building is carried out by RCC jacketing and FRP method
Analysis and design of secant piles
(AIKTC, 2018-05) Marlapalle, Vedprakash; Don, Ahmed Sufiyan (15DCES64); Khot, Shamikh A.Basit (15DCES74); Mhaskar, M.Fuzail Ashraf (15DCES76); Patait, Ibad Asif (15DCES79)
In the recent years it has been observed that structures in urban areas has been facing problem due to unavailability of space. Therefore it is necessary of providing space for parking, public amenities etc in multi-storied building which needs to go deep excavation into ground for foundation of high rise buildings and infra structure projects. Deep excavations are supported by system like conventional retaining walls, sheet pile walls, braced walls, diaphragm walls and pile walls. The conditions of subsoil, the safety of neighboring structures, ground water regime,z imitation of vibration and noise caused by construction must all be considered for choice of an appropriate support system. Keywords: deep excavation, secant pile, .
Analysis and design of water tank by using staad pro
(AIKTC, 2021-05) Marlapalle, Vedprakash; Khan, Nurul Hassan Zahiruddin (17CE26); Khan, Mohd Asad Abul Wafa (17CE24); Ansari, Mohd Makhdoom Raza Awais (17CE32); Mohd. Aquib, Javed Ahmed (17CE34)
Water tank is a structure used to store water for supplying to households as drinking purpose, for industries as a coolant and irrigational water for agricultural farming in some areas. Water tanks are classified on bases of their shapes and position of structure. In this paper, we had discussed about the design of water tanks of overhead circular, overhead rectangular and underground rectangular tanks are designed and analysed using STAAD-PRO. All tanks are designed as crack free structures to eliminate any leakage. From the analysis results concluding about the influence of shape factor in design loads and comparing all types of tanks which is most economical. Manual Analysis and design of Water tanks by using IS code method is compare with STAAD-PRO design result, comparison of reinforcement is done and optimize results are determined. After completion of project we do estimation of all tanks. All water tanks of 5MLD capacity is designed. Keywords—water tanks, Analysis and design, STAAD-PRO, Load application, Manual calculation
Analysis and modeling of residential building (G+22) using project information management platform incorporating ETABS and REVIT
(AIKTC, 2017-05) Siddiqui, Mohammed Junaid; Shaikh, Ziyaulhaque (13CE59); Ansari, Abdul (14DCE65); Ansari, Mehdi Hasan (14DCE66); Ansari, Mohd. Shamshad (14DCE68)
India is a developing country; huge construction projects are yet to come as undeveloped cities are needed to develop since so many years. In current century, many construction projects all over the world are going, time delay takes place which in turn affects the growth of the construction of huge projects. To avoid time delay and thereby the growth, economic construction methodology should be adopted. To economize the structure, structural optimization techniques should be used. For large projects, it is necessary to go for structural optimization because it directly affects cost of construction. Many Metropolitan cities are facing vast growth of infrastructure whether it may be in terms of horizontal development or vertical development. Metropolitan cities like Delhi and Mumbai have high population and in forth coming years’ land availability problems will increase tremendously which will in turn affect the overall growth of the city, so most of the builders in construction industries prefers vertical development of structures.
Analysis of high rise building with soft storey heights and approaching methodology
(AIKTC, 2021-05) Nadaf, Firoz; Jahagirdar, Sayyeda Zara; Sawaid, Anjum (15CE37); Ansari, Shadab (15CE11); Shaikh, Faisal (15CE45); Shasudeen, Sajid (15CE35)
Earthquakes are natural hazards under which clisasters are mainJy caused by damage or collapse of buildings and other man-made sn-uctures. Due to accommodation of vehicles and their movements at ground levels infill walls are generaUy avoided. which creates soft storey effect. It should be noled that 70 to 80 % of buildings of urban areas in India fall under the classification of soft storey. This soft storey is also called as Open ground storey or Weak storey. It is a typical feature in the modem multi-storey constructions. Such features are highJy undesirable in buildings built in ei micaJly active areas; this ha been verified in numerou experiences of strong shaking during the past earthquakes. The majority of building that failed during the Bhuj earthquake (200 I) and Gujarat earthquake were of the open ground storey type. The collapse mechanism of such type of building is predominantly due to the formation of soft-storey. As per Indian Standard JS 1893: 2002, the Columns and Beams of the open ground storey are lo be designed for 2.5 time the torey hears and moments calculated under eismic load of bare frame . This Multiplication Factor value however does not account for number of storeys, number of bay • type and number of infill walls present, etc, and hence it is independent of all of the above factors. The multiplication factor of 2.5 is not reaJistic for low rise buildings. This calls for an assessment and review of the code recommended multiplication factor for low ri e open ground storey builcling . Therefore, the objective of this tudy i defined as to check the applicability of the multiplication factor of 2.5. This study includes analysis of (G+7) RCC Framed building analysed u ing Seismic Coefficient Method (SCM) as per IS 1893: 2002. Io modelling the masonry in.fiJJ panels, Equivalent diagonal Strut method is used. This study basicaJJy includes Four models namely, Frame without masonary infill effect (Bare frame). Masonary lnfill frame, Frame with Tie-beam (Tie-beamed frame) and Frame with Bracing. (Braced frame) which are analy ed for Soil type I (Hard) and Soil type Ill (Soft) considering time period for seismic analysis as per Program calculated and as per Coda! provision. The response of columns in Open ground storey are discussed and conclusions are made in this study analysed on ETABS software.
Analysis of high-rise structures with different structural systems
(AIKTC, 2020-05) Shaikh, Wasim; Syed, Umamah (14CE60); Shaikh, Ahmed Raza (12CE49); Dalvi, Maaz (15CE15); Shaikh, Nawaz (13CE56)
Recent trend of growth in population and scarcity of land has evolved an era of modern urbanization which indeed has led to the vertical growth of buildings and gave us the new trend setting structures named as High Rise Structures or Multi-Storeyed Structures. These structures are need of time due to scarceness of land, greater demand for business and residential space, economical emergence, technical advancements, innovations in structural systems and desire for aesthetics in urban area. Lateral load effects on high rise buildings are quite significant and increase rapidly with increase in height. In high rise structures, the behavior of the structure is greatly influenced by the type of lateral system provided and the selection of appropriate. The selection is dependent on many aspects such as structural behavior of the system economic feasibility and availability of materials. Few of the lateral structural systems are Shear wall system, Braced frame system, Framed tube system, Tube in tube system, Bundled tube system. The lateral structural systems give the structure the stiffness, which would considerably decrease the lateral displacements. In the present work Shear-wall system, framed tube system and tube-in-tube systems are considered for 21, 41 and 61 story structures. The analysis has been carried out using software Etabs. Earthquake Load is given in form of Spectrum load referring to IS 1893-2002 and Wind load is given as per norms of IS 875-Part III 1987. The Storey displacements, base-shear, member forces such as shear force and Bending moment in beams and columns, forces in shear-wall are also studied and compared. It is seen that the Shear wall system is very much effective in resisting lateral loads for the structures up to 20 stories and for structures beyond 20 stories the Framed tube system is very much effective than Shear wall system in resisting lateral loads.
Analysis of precast concrete sandwich wall panels
(AIKTC, 2020-05) Dasgupta, Rohan; Memon, Mohammed Ismail (17DCE60); Mulla, Kaleem Abdul Kadar (17DCE65); Shaikh, Ashraf Abdul (17DCE73); Usmani, Mohamed Ayan Moin (17DCE78)
Precast concrete sandwich panels are commonly used on building exteriors. They are typically composed of two concrete wythes that surround rigid insulation. They are advantageous as they provide both structural and thermal resistance. The structural response of sandwich panels is heavily influenced by shear connectors that link the wythes together. The analysis of the panels can be done using various softwares but this can be uneconomical for the small scale industries. Therefore, an approach is made by analysing the same using excel. Also the use of Precast Concrete Sandwich Wall Panels is not yet studied quite well in our country and no such codes are available for this only some guidelines are provided by the PCI committee. There are various problems related with the use of fully composite and fully non-composite panels, therefore an approach for the use of partially composite panels is made. Keywords: sandwich panels, wythes, precast, partially composite panel.
Analytical investigation and comparison between steel laced and battended columns
(AIKTC, 2016-05) Hawelikar, Shoukin Chandrakant; Shatrunjay, Tripathi (11CE51); Hrishikesh, Jaiswar (13CE77)
Built-up (combined section) columns are widely used in steel construction especially for relatively long columns. Built-up columns are often used in steel buildings and bridges providing economical solutions in cases of large spans and/or heavy loads or in other words a built-up battened column is a kind of compression member consisting of two identical longitudinal elements slightly separated and connected to each other at only a few places along their length by means of battens. Depending on the way that the flanges are connected to each other, they can be grouped into laced and battened built-up columns. Since these sections often provide sufficient flexural stiffness to resist buck- ling without increasing the area of the sections. However, such built-up (combined section) columns are more flexible than solid columns with the same moment of inertia, which must be taken into account in the design. The ultimate capacity of battened columns mainly depends on the local behaviour of the components, the global behaviour of the column as well as the internal forces in the connecting elements. Mainly while considering designing of both built up column the designing procedure is same and it’s observed that the lacing column offers higher strength than that of the battened built up column. As per structure requirement as engineer we have to select any one of these two built-up compression members. So our aim is narrowed towards the study of behaviour of these two columns on various combinations of lodging and length and accordingly the cost of the column on stability criterion as per IS800:2007.
Android app for conference alert
(AIKTC, 2018-05) Ansari, Mukhtar; Deshmukh, Ravish Z. (14CO21); Shaikh, Faizan Q. (15DCO64); Khan, Darakshan (13CO07); Ansari, Bilal Z. (14CO23)
Conference is nothing but the group of people coming together to discuss some topic or finding solution for some problem. This paper mainly focuses on Academic conferences such as developing an Android application for academic conferences alert such as IEEE paper conferences etc.This application provide the user with the information about the conferences with the Venues,Date and Timing that will make will easier to attend the conferences that are going to be held.Scrapping is also going to be done to get the data.This application will make it easier for the user to know about the conferences.
Application of total quality management principles for benchmarking production standards in construction
(AIKTC, 2017-04) Parkar, Fauwaz; Ansari, Salim (14DCES55); Irshad, Ali Asgar Ali (DCES60); Kalwal, Mohd. Mazhar (14DCES61); Khan, Mohd. Luqman (14DCES63)
The work of Construction Companies involves a certain amount of risk when design projects are undertaken for buildings and other structures, as well as for other projects such as roads and runways, pipelines, sewerage- and water works and pump stations. Accepted levels of risk for these companies when accepting a particular appointment from a client are not always adequately quantified at the beginning of the project. This puts the company in a position where it may be subject to professional indemnity, claims from clients and from the public, should something go wrong during a particular project. The risk taken by the consulting engineer can to a large extent be quantified, and timeous mitigation measures can be taken to prevent certain things from occurring that may pose a threat to the successful construction and later use of the facility. As it is, the civil and structural engineering industry has a reputation that many projects run late and are over budget, not to mention the technical difficulties that might arise during the course of the project. This situation can to some extent be avoided by the introduction of a Quality Management System (QMS), which, if implemented and used correctly, should be able to identify and mitigate most of the risks that might arise from any project. Companies will therefore introduce a QMS into their company for this purpose, and will train their employees in the use of the QMS.
Assessment of groundwater quality and evaluation of impact of salt water intrusion in the coastal region of Raigad district, Maharashtra
(AIKTC, 2017-05) Sarvade, Shivaji; Shaikh, Muzzamil (13CE36); Nadar, Ajay (13CE37); Mehta, Pankaj (13CE38); Paswan, Dayashankar (13CE39)
The intrusion of saltwater into the aquifers along the coastal area is becoming one of the major concerns surrounding the globe . The groundwater development along the coast results in induced flow of saline water into the aquifers of freshwater and thereby resulting in intrusion. The coastal people depend on groundwater for their daily needs, agricultural and industrial purposes thereby pumping of more water from ground increases the rate of intrusion. This groundwater intrusion is creating health hazards and causing many deficiencies and diseases in humans. The groundwater available in such areas can’t be utilized directly and needs some short or big treatment. Through this study we will be able to find out the purification measures to be taken to make water potable for humans.
Assessment of groundwater quality and evaluation of impact of salt water intrusion in the coastal region of Raigad district, Maharashtra
(AIKTC, 2017-05) Sarvade, Shivaji; Shaikh, Muzzamil (13CE36); Nadar, Ajay (13CE37); Mehta, Pankaj (13CE38); Paswan, Dayashankar (13CE39)
The intrusion of saltwater into the aquifers along the coastal area is becoming one of the major concerns surrounding the globe . The groundwater development along the coast results in induced flow of saline water into the aquifers of freshwater and thereby resulting in intrusion. The coastal people depend on groundwater for their daily needs, agricultural and industrial purposes thereby pumping of more water from ground increases the rate of intrusion. This groundwater intrusion is creating health hazards and causing many deficiencies and diseases in humans. The groundwater available in such areas can’t be utilized directly and needs some short or big treatment. Through this study we will be able to find out the purification measures to be taken to make water potable for humans.
Authentication of marksheet using QR code
(AIKTC, 2018-05) Khan, Mubashir; Mungi, Abrar N. (15DCO57); Sayyed, Mehfooz (14CO44); Khan, Mustafa (14CO36); Shaikh, Mohd.Saad (15DCO72)
In today’s digital world we have often hear the news about fake marksheet and unauthenticated certificate, and as we all know that marksheet is very sensitive document and no one wants to carry the hard copies of their marksheet as there is a chance of misplace of it, so it is a big challenge to provide security and authenticity of digital data. Our aim is to provide a digital marksheet which can’t be modified from third party and also user can access their marksheet in any smart device. Digital marksheet is generated through the QR code and in that modification is not possible. And also if someone wants to verify whether the marksheet is genuine or fake then instead of writing applications to Universities and Institutes they just have to scan the QR code.

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