Search results

The case projects how a women-led social enterprise provides livelihoods through a digitally operated unique micro-entrepreneurship model for the rural artisans of the Indian handicrafts industry, thus bringing about social change through economic empowerment of the community.

To understand how women entrepreneurship is contributing towards livelihood generation and rural artisan empowerment in India. To understand the make-up of a for-profit social enterprise in the Indian Handicrafts Industry, its challenges and solutions through innovative business. To present the mindset and journey of a woman social entrepreneur. To present and understand the growth and scaling up of such unique social ventures. To understand a unique form of the micro entrepreneurship model being built through digital platforms.

The objective of writing this case is to bring out a case of women entrepreneurship in the craft-based industry in India. This case seeks to emphasise on the following learning themes in the area of entrepreneurship: Women entrepreneurship: trials and tribulations. Micro entrepreneurship/rural artisan empowerment. Livelihood generation and upliftment of the rural artisans and revival of dying art and crafts in the Indian craft-based industry. The novel ecommerce and data analytics experience being skilfully incorporated by small enterprises to their vantage and making both the seller’s as well as the buyer’s experience unique. The case highlights how the unique business models of social entrepreneurship through the use of technology bring the digital experience to rural India. Social entrepreneurship. The case narrates the story of a budding social entrepreneur Megha Das who is a textile designer by profession and showcases her journey towards the creation of unique digital platforms which transf

The case has been targeted to be taught in Masters level course in business management/administration, entrepreneurship, social entrepreneurship, development studies, gender studies, design, etc. Its watered-down version can also be taught in under graduate programs in commerce, business management, business administration, fashion and textile designing, entrepreneurship, development studies, gender studies, etc.

Teaching notes are available for educators only.

CCS 3: Entrepreneurship.

The learning outcome of this study is to bring to the table of a wider intellectual audience, a unique model of community-based entrepreneurship, which is working wonders with its unique selling points (USPs) in promoting sustainability and conserving the ethos of villages and, at the same time, generating livelihoods through traditional farming techniques adopted by the rural population residing in the Himalayan region of India.The proposed case study can be used as a replicable model in other parts of rural India and other emerging economies to start and scale up a similar “integrated rural development model” through effective policy advocacy and public–private partnerships and to develop sustainable farmlands and livelihoods for rural India. It has a definite potential to be used as a pedagogical tool in postgraduate programmes offering courses in microfinance, financial inclusion, social and community entrepreneurship, sustainability, entrepreneurship, community development finance and rural immersions and public policy.

This case study is set in the backdrop of 2023 having been declared by the UN as the International Year of Millets and India being the homeland for millet cultivation. The objective of the case study is to bring to the table of a wider intellectual audience, a unique model of community-based entrepreneurship operating in the Himalayan region of rural India. The community-based entrepreneurship model works on the USP of promoting sustainability and conserving the ethos of villages and generating livelihoods through traditional farming techniques. This case study traces the journey of Roopesh Rai (protagonist and the founder of Bakrichhap), the community-based entrepreneur and his challenges in setting up the enterprise. The narrative is built in the light of a series of interviews with Rai, the main protagonist and the founder of Bakrichhap, as well as the people of Goat village by Komal, a post-doctoral fellow in the area of community-based enterprises (CBEs). Through this narrative, the case writers’ endeavour was to understand how CBEs such as Bakrichhap were providing a means of integrated rural development in the hilly region of Uttarakhand, India. Also, how such enterprises were thereby curbing distress migration, unemployment and a large-scale erosion of the cultural heritage and traditional and indigenous farming techniques of the land. In the first seven years of the operations of this uniquely curated CBE, Rai endeavoured to iron out many bottlenecks. This case study also highlights the gamut of challenges faced by community-based entrepreneurs like Rai in designing strategy for growth and expansion. What strategy should Bakrichhap follow for expansion to the other regions of the country? Should all the three existing verticals of the enterprise be scaled up parallelly or should each individual vertical be expanded one after the other in a phased manner? Stemming out from the main dilemma of strategic expansion were the related issues of funding (finance) and the formation of an effective team (HR).

This case study can be used in undergraduate, graduate and executive programmes offering courses in microfinance, financial inclusion, social and community entrepreneurship, sustainability, entrepreneurship, community development finance and rural immersions and public policy.

This comprehensive case study is written by using the triangulation of data collected through a series of personal interviews, website information, news articles, personal observation and field visits. The research design used is single case (holistic; Yin, 2003, 3rd edition). The timeline of this case study is 2021 to 2022 and place is Nag Tibba, Uttarakhand, a Himalayan state in North India.

Teaching notes are available for educators only.

CSS 3: Entrepreneurship.

This is an original piece of research holding the promise to position itself as a pioneering research to showcase the evolving role of Artificial intelligence (AI) in the Indian peer-to-peer lending (P2P) markets. The research effectively uses the holistic multiple case study design to highlight the phenomenon of how AI as the holy grail of investments is proving to be a game changer for the Indian P2P markets.

The study uses a unique research design and curates six Indian licensed Non-Banking Financial Company (NBFC)-P2P as exemplary cases to cull out unique contextual findings on how AI has penetrated the Indian P2P market and road ahead. The research is based on a total of 18 semi-structured interviews of six NBFC-P2P founders and 12 Fintech and P2P industry experts. These interviews were used as alternate sources of evidence for data triangulation along with within case analysis, cross-case analysis to achieve well-rounded results.

The findings have been propounded in the form of unique, context specific results achieved with a bouquet of six NBFC-P2P cases and supplemented through triangulation of data done through multiple industry experts. Findings indicate that AI has reached that tipping point in India.

There is a scope of further refinement of our results with a larger sample size. Therefore future researches could consider conducting a comprehensive study including all existing NBFC-P2Ps in the space.

The research builds perspective for improving the practice in many ways. It shows the way to the other P2Ps still stuck to manual underwriting and see merit in AI-driven processes. It would guide them to embrace new technology driven business models to enhance customer experience and champion service transformation by making financial processes faster and secure. It also highlights how some of the P2Ps are scaling up and improving their visibility and outreach through strategic partnerships.

The research would assist in creating awareness about the unique P2P sector and AI solutions for individual investors, particularly the “new to credit customers” and “thin file borrowers”. AI led initiatives in the P2P space validate a certain amount of sophistication thereby giving sanctity to the sector and would therefore enforce confidence in the minds of new age investors and borrowers.

This original research unravels avenues for novel and untraversed area in the Indian settings where paucity of extant literature and structured data highlighted a research gap and hence necessitated this study. AI as a form of disruptive innovation offering predictive intelligence to the Indian P2P space and empowering it with process efficiency, cost optimization and client engagement is definitely paving the way for an exponential growth in the Indian Fintech Industry.

The consumption of supplementary cementitious materials (SCMs) has increased enormously in the construction industry. These SCMs are often waste materials or industrial by-products. This study aims to investigate the bond strength using reinforcing bars in Normal Strength Concrete (M20 grade) and High Strength Concrete (M40 grade), developed using SCMs and data was compared with concrete prepared with ordinary portland cement (OPC). The findings of the study will help in reducing the dependency on OPC and promote the utilization of waste materials in Construction.

In the present study, the bond behavior between the steel bars and the concrete was investigated in controlled, binary and quaternary concretes of M20 and M40 grades. Following the conventional procedures, samples were prepared and mechanical tests conducted (as per IS:2770–1 code for M20 and M40 grade concrete structures), which showed an improvement in the bond strength depending on the extent of overall calcium and silica content in these composite mixtures, and thus reflected the importance of vigilant utilization of used industrial waste in the OPC as a replacement without exceeding silica content beyond certain percentages for enhanced structural properties.

Experimental evaluation of bond behavior results showed a brittle nature for the controlled (OPC) concrete mixtures. While binary and quaternary concrete was able to resist the load-carrying capacity under large deformations and prevented the split cracking and disintegration of the concretes. Among different variations in the chemistry, for both M20 and M40 grades, the maximum bond strengths were observed for 10% Metakaolin + 10% Silica Fume + 30% Fly Ash + 50% OPC composition and this could be attributed to the fineness of the additives, better packing and enhanced calcium silicate hydrate (C-S-H).

Quaternary concrete may be a future option in place of OPC concrete. Very limited data is available related to the bond strength of quaternary concrete. Experimental analysis on quaternary concrete shows that its use in construction can reduce both construction cost and a burden on natural raw materials used to make OPC.

The paper aims to focus on adjacent buildings response, equipped with damper, to analyze the vibration reduction in the nearby buildings. The nearby buildings were also equipped with dampers. The occurrence of adjacent buildings with adequate or inadequate space in between is a common phenomenon. However, many a times not much attention is paid to provide or check gap adequacy or to connect the two buildings suitably to avoid pounding of two structures on each other. This study emphasizes the utility of providing a damper in between two adjacent buildings for better performance.

The two steel structures taken for study are prototype of two structures normally found in industrial structure such as power plant, where in one of boiler structure is often tall and braced and short structure of turbine building which is moment resistant, modeled in SAP. There could be similar such structures which are often connected to a platform or a walkway with a sliding end, so as not to transfer horizontal force to other structures. If the advantage of stiffness of tall braced structure is taken into account, shorter structure can be suitably connected to braced structure to transfer forces during seismic cases under nonlinear conditions, thereby avoiding pounding (incase gap is too less), reducing response and thus optimizing the section sizes. The structures were subjected to El Centro earthquake, to simulate MCE (which could be the other site TH scaled up as desired for real site PGA), and damper location and parameters were varied to find optimum value which offers reduced base shear, reduced top floor displacement and minimum inter story drift and highest energy absorption by fluid viscous dampers.

The findings show that taller structures, which are braced, have more stiffness; the effect of damper is more pronounced in reducing displacement of shorter moment resistant structure to the tune of 60%, with suitably defined Cd value which is found to be 600 KNs/m for the present study. Thus, advantage of stiffener structure is taken to leverage and reduce the displacement of shorter moment resistant structure in reducing its displacement under nonlinear conditions of seismic case.

This work shows the original findings, of the adjacent buildings response, equipped with damper, to analyze the vibration reduction on other buildings which were planned to be constructed nearby.

The purpose of this study is to investigate the effect of presence of buried flexible pipe on the bearing capacity of shallow footing. First, a model study is performed where shallow footing model is tested for its load settlement behavior, with and without the existence of buried PVC pipe lying vertically below the base of the footing.

The experimental set-up consisted of a steel box filled with sand at two different relative density values [RD = 50 per cent (medium dense) and RD = 80 per cent (dense sand)] and vertical load was applied on the model footing through hydraulic jack and reaction frame arrangement connected with a proving ring. Test results are verified numerically using commercially available finite element code PLAXIS 2D. With due verification, a parametric study has been conducted, numerically, by varying the range of input parameters, such as unit weight, angle of internal friction, diameter of buried conduit and the Elastic modulus of the soil to assess the pre cent reduction in the capacity of the foundation soil because of the presence of underlying buried flexible pipe.

Results show that for each footing, there exists a critical depth below which the presence of the buried conduit has negligible influence on the footing performance. When the conduit is located above the critical depth, the bearing capacity of the footing varies with various factors, such as geotechnical parameters of soil and location and diameter of the buried conduit.

It is an original paper performed to assess the presence of buried flexible pipe on the bearing capacity of the shallow footing.

The purpose of this work is to study the in-situ performance of ternary geopolymer concrete in road repair work. Geopolymer cement concrete is an attractive alternative to Portland cement concrete owing to environmental, economic and performance benefits. Industrial wastes, such as fly ash (FA) and ground granular blast furnace slag (GGBS), have been extensively used to manufacture unitary and binary geopolymer concrete with heat activation (at different temperature); however, it has indicated a limitation for its application in precast industry only.

In the present study, efforts have been made to produce a ternary geopolymer concrete mix, using GGBS, FA and Silica fumes (SF) in varied proportion mixed with 8 M sodium hydroxide (NaOH) as alkali activator and cured at ambient temperature. Total ten geopolymer concrete mixes have been prepared and tested for strength and durability properties and compared with control mix of ordinary Portland cement (OPC). Based on the mechanical properties of various mixes, an optimum geopolymer concrete mix has been identified. The control mix and optimum geopolymer have been studied for microstructural properties through scanning electron microscopy.

The in situ performance of the optimum mix has been assessed when used as a road repair material on a stretch of road. The ternary geopolymer concrete mixes (a) 65% GGBS + 25% FA + 10% SF, (b) 70% GGBS + 20% FA + 10% SF, and (c) 75% GGBS + 15% FA + 10% SF have resulted in good strength at ambient temperature and the mix 75% GGBS + 15% FA + 10% SF have shown good in situ performance when tested for road repair work.

Geopolymer concrete is gaining interest in many fields as an alternative to conventional concrete, as it not only reduces carbon footprint due to huge cement production but also provides a sustainable disposal method for many industrial wastes. This paper focuses on finding some alternative of OPC concrete to reduce dependency on the OPC.

The present study aims to demonstrate the performance assessment of flexible pavement structure in probabilistic framework with due consideration of spatial variability modeling of input parameter.

The analysis incorporates mechanistic–empirical approach in which numerical analysis with spatial variability modeling of input parameters, Monte Carlo simulations (MCS) and First Order Reliability Method (FORM) are combined together for the reliability analysis of the flexible pavement. Random field concept along with Cholesky decomposition technique is used for the spatial variability modeling of the input parameter and implemented in commercially available finite difference code FLAC for the numerical analysis of pavement structure.

Results of the reliability analysis, with spatial variability modeling of input parameter, are compared with the corresponding results obtained without considering spatial variability of parameters. Analyzing a particular three-layered flexible pavement structure, it is demonstrated that spatial variability modeling of input parameter provides more realistic treatment to property variations in space and influences the response of the pavement structure, as well as its performance assessment.

Research is based on reliability analysis approach, which can also be used in decision-making for quality control and flexible pavement design in a given environment of uncertainty and extent of spatially varying input parameters in a space.

Present article seeks to analyze the impact of training programmes on the professional development skills of the academics working primarily at the Regional Centers of Indira Gandhi National Open University spread across the country. Article also seeks to analyze how the issues pertaining to the academics which include educational, administration, student support, supervision and maintenance of study centers. monitoring, staff development, survey and research activities, development of self instructional material, admission, examination, teleconferencing, interactive radio counseling, gyanvani, tele-learning center activities, maintenance of database, financial and administrative matters were taken up while imparting training. Interrelationship among the variables was also analyzed in order to asses the impact one variable on the other variables by using regression technique, i.e while dealing with the issues pertaining to educational administration the impact of training on monitoring was also assessed.