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The advancement in science and technology has led to the existence and continuous growth of various physical machines and now computer programs which are supposed to perform once thought unbelievable multi-tasks for humans.

Many firms, governments, industries and syndicates are switching to automated process for achieving maximum output and having minimum cost and errors in the manufacturing and various other processes, hence the role of human involvement is getting decreased. With the Industry 4.0 standards being opted, industry gurus have been forecasting the limiting power of human labour and interaction and fears exist complete replacement of human beings from the working environment by robots and automated machines.

Artificial intelligence has aggressively overtaken almost all fields of businesses and human resource (HR) hasn't been either immune to that. Robotics is an important factor as well.

Technology implementation has its own benefits and negative impacts which is creating fears among various professionals with regards to their complete replacement by machines.

The following paper looks deeply into various researches performed by scholars to have a thorough knowledge of present-day status of human–machine collaboration and the challenges organizations are facing. It will help in understanding the current scenario of HR with modern technologies.

Human resource management professionals strive to establish a high person–organization (PO) fit when hiring, as doing so ultimately reduces turnover and increases employee performance outcomes. However, tailored strategies toward improving the PO fit of military veterans have yet to be explored – a particularly concerning oversight considering the prevalence of veteran hiring initiatives and correspondingly high turnover rates of former servicemembers in their first nonmilitary jobs. This paper aims to explore the PO fit model’s application toward military veterans in nonmilitary organizations.

A review of veteran transition literature was conducted to identify aspects of military veteran career transition issues, which suggested a perceived gap in fit between their job or organization.

The review revealed prevailing transition challenges which likely arose, at least in part, due to veterans’ lack of fit in nonmilitary organizations. The findings informed development of a veteran–organization fit model based on a needs-supplies conceptualization of PO fit.

The authors apply the needs-supplies perspective of PO fit to address identified veteran career transition challenges. Importantly, the authors offer organization management scholars concrete steps for assessing the impact of integrating the proposed framework within civilian organizations.

This study sheds light on how PO fit practices can be tailored and integrated by HR professionals for their military veteran newcomers. The authors offer HR practitioners POF strategies for military veteran newcomers in nonmilitary organizations.

This paper offers organization management and HR scholars and practitioners a needs-supply informed approach toward improving PO fit of military veteran newcomers.

Although the reinforcement of concrete and brick masonry with fiber-reinforced polymer (FRP) has been extensively researched, its application and impact on natural stone, especially in historic preservation, have received less attention. This study aims to examine the bond-slip characteristics of carbon fiber-reinforced polymer (CFRP) with two types of natural stone masonry, aiming to enhance their effectiveness in reinforcing historic structures. The stones studied include one from the Chouf-Lekdad region (A) and another from a historic structure in Sétif City (B). Both stones were strengthened using CFRP and carbon fiber fabric (CFF) through near-surface mount (NSM) and external bonding (EBR) techniques.

The interaction was assessed during the pull-out test by analyzing the stress transfer mechanisms, adhesion and deformation. This study also examines the effects of the following parameters on the bond between CFRP and stone: type of stone (A and B), type of reinforcement (plat CFRP and CFF), various notch shapes and sizes (bp, tp and Lb), and reinforcement techniques (NSM and EBR).

This study demonstrated the practicality and effectiveness of enhancing natural stone masonry of old buildings by integrating NSM and EBR techniques with CFRP. With a bond length of 30 mm, the pull-out force correlates with the strength of the stone. This indicates the importance of stone strength in obtaining better adhesion. The CFF–resin interface is more cohesive than the CFRP plate–resin interface because the resin penetrates the flexible CFF strip, ensuring better adhesion. In contrast, the CFRP plate interface is rigid and smooth. The results suggest that natural stone–CFRP adhesion is more effective than CFRP bonded to concrete and brick masonry due to the stone's strong resistance.

This experimental investigation provides new study into the bond-slip behavior of CFRP-reinforced natural stone masonry, filling the gap in existing research. The findings offer useful direction for creating FRP strengthening solutions that are specifically adapted to the properties of natural stone used in historic constructions. This study helps to improve preservation procedures by guiding the selection of reinforcing techniques, such as NSM versus EBR, and finding ideal bond lengths. This work's novelty stems from its ability to improve the structural integrity of culturally significant buildings while preserving their historical authenticity.

The study aims to analyse the stability of embankments over the improved ground with stone column (SC) and pervious concrete column (PCC) inclusions using limit equilibrium method. The short-term stability of PCC-supported embankment system is rarely addressed. Therefore, the factor of safety (FOS) of column-supported embankment system is calculated using individual column and equivalent area models.

The stability analysis of column-supported embankment system is conducted using PLAXIS LE 2D. The various geometrical and shear strength parameters influencing the FOS of these embankment systems such as diameter of columns, spacing between columns, embankment height, friction angle of column material, undrained cohesion of weak ground and cohesion of PCC are considered.

The critical failure envelope of PCC-supported embankment system is observed to be of toe failure, whereas the failure envelope of stone column-supported embankment system is generally of deep-seated nature.

It is found that for PCC embankment system, FOS and failure envelope are not influenced by the geometrical/shear strength parameters other than height of embankment. However, for stone column-supported embankment system, FOS and failure envelope are dependent on all the shear strength and geometrical parameters considered in this study.

Visits to locations connected to historical atrocities, tragedy, suffering, or presumably dreadful events are referred to as “dark tourism”. While Bangladesh may not be widely known for dark tourism, several unexplored avenues may be of interest to those who engage in this type of unique and unconventional tourism experience. In addition to creating job opportunities and income generation in Bangladesh, it can achieve educational objectives, communicate with a broad audience, raise awareness of events of the past, and quench people's thirst for information, which can help them to comprehend a society. Though Bangladesh has several somber locations connected to tragic events including World War II, liberation war sites, mass killing sites, shipbreaking yards, Rohingya refugee camps, riots, and the mother language movement, traditional tourism predominates there. If managed responsibly, these varied resources, somber locations, and histories, some of which date back to 1800, could make Bangladesh a dark tourism destination. Although dark tourism in Bangladesh has the potential to contribute to historical awareness, preservation, educational opportunities, and socioeconomic development, it is yet unexplored due to a lack of knowledge, experience, policy, effective marketing, and some controversies. By approaching responsibly, Bangladesh can leverage its history to attract visitors' interests in exploring the darker aspects of the country's past. Hence, this chapter is designed to explore the status and potential significance, prospects, and challenges of dark tourism in Bangladesh. The findings will help policymakers, tourists, and other stakeholders to explore and enjoy enormous benefits from Bangladesh's untapped dark tourism opportunities.

War is one of the worst characteristics of human nature. Wars over territory, religion, and governance were and are always present through history. War and tourism seem dissonant at first glance. However, the post effects of war enable its components, such as battlefields and artefacts, to become tourist attractions. People share the impetus to visit war attractions such as battlefields, military museums, cemeteries, memorials, and other war-related sites. There is a supply for this type of tourism in exchange for the demand. This type of tourism is referred to in the literature as battlefield tourism. The meaning and definition of battlefield tourism are the main aim of this chapter. What is battlefield tourism? What are the components of battlefield tourism? How can battlefield tourism be defined? These are the primary questions this study tries to address.

Dark tourism is a new coinage rooted in the perception of tourism activities at the sites or destinations connected to phenomena that bear varied, flexible, dynamic, diverse, and graded dark shades of life and civilization. It is now customary to subsume it within the sets of niche tourism. Some dark tourism sites attract visitors and generate sizable amounts of revenue, yet most of the world does not register much demand compared to other niches. Accordingly, promotion pursuit turned crucial to draw the market’s attention, creating its competitively distinct position.

Indeed, inherent issues, such as conceptual multiplicity within nature, aspect, attribute, and product paradigm, turn dark tourism into a complex phenomenon and put a challenge toward creating its distinct market position. Additionally, contradictions in semantic and functional significances, conflicts in framing morbid memory and authentic portrayal, variances in ethical, cultural and ideological interpretations, transition of liminal space identity, and diverse focuses in stakeholder engagement in imaging impede efforts to transform dark tourism attractions into a significant driver of tourism.

This chapter will locate and address the issues that challenge the marketability of dark attractions and dark tourism promotion more directly, with attention to the Indian context.

This study assesses the impact of microfinance experience on rural households’ subsequent bank credit access, defined as the stepping-stone effect. We evaluate the average impact, heterogeneity and mechanisms of this effect and draw policy implications.

Based on 2018 survey data from 2,347 rural households in six Chinese provinces, this study uses the IV-Probit model to evaluate the stepping-stone effect.

The microfinance experience increases rural households’ probability of obtaining subsequent bank credit by six percentage points. Whether distinguished by social capital or economic wealth, this effect is at least as significant among households previously excluded from bank credit as it is among those originally favored by bank credit. Two mechanisms behind this effect are identified: (1) the microfinance experience provides financial education, transforming hidden demand for bank credit into effective demand and (2) the microfinance experience creates a credit record in the National Credit Information System, increasing the ability to obtain bank credit by providing banks with credible credit information.

This study provides evidence of a progressive relationship in which microfinance acts as a stepping stone to deliver “credit graduate” clients to bank credit. And we also provide a different perspective for understanding MFIs’ relatively high interest rates. We may treat a part of the interest payment as a tuition for financial education and a price for credit information.

• (1)

  We study whether microfinance in China had the stepping-stone effect of improving a rural household’s subsequent access to bank credit and investigate the likely mechanisms behind it.

• (2)

  Microfinance served as a stepping stone to bank credit: the microfinance experience increases rural households’ probability of obtaining subsequent bank credit by six percentage points.

• (3)

  Whether distinguished by social capital or economic wealth, this effect is at least as significant among households previously excluded from bank credit as it is among those originally favored by bank credit.

• (4)

  On the credit demand side, the microfinance experience provides financial education, transforming hidden demand for bank credit into effective demand.

• (5)

  On the credit supply side, the microfinance experience creates a credit record in the National Credit Information System, increasing the ability to obtain bank credit by providing banks with credible credit information.

We study whether microfinance in China had the stepping-stone effect of improving a rural household’s subsequent access to bank credit and investigate the likely mechanisms behind it.

Microfinance served as a stepping stone to bank credit: the microfinance experience increases rural households’ probability of obtaining subsequent bank credit by six percentage points.

Whether distinguished by social capital or economic wealth, this effect is at least as significant among households previously excluded from bank credit as it is among those originally favored by bank credit.

On the credit demand side, the microfinance experience provides financial education, transforming hidden demand for bank credit into effective demand.

On the credit supply side, the microfinance experience creates a credit record in the National Credit Information System, increasing the ability to obtain bank credit by providing banks with credible credit information.

The paper aims to present an experimental and numerical investigation of the load–settlement behavior of soil reinforced by stone column, as well as to evaluate the plane strain unit cell model for the analysis of stone columns.

The numerical analysis was done using both axisymmetric and plane strain models. The elastic perfectly plastic behavior of Mohr–Coulomb was adopted for both soil and column material. The numerical results of this study were validated by the comparison with the in-situ measurements of a full-scale loading test on a stone column. This study also evaluated the effect of different parameters involved in the design of a stone column, including Young’s modulus of the column material, column diameter, spacing between the stone columns and Poisson’s ratio of the column material.

After the numerical simulation, the results from both axisymmetric and plane strain models are quite comparable. In addition, the numerical results revealed that the stone column with low spacing, a large diameter and a high Young’s modulus indicated better behavior against the settlement.

The axisymmetric unit cell model was used in many numerical studies on the behavior of stone columns. In the present work, a field load test on stone column was simulated using a plane strain unit cell model. This research adds that the plane strain unit cell model can be used to predict the settlement of reinforced soil with stone columns.

This study aims to investigate the behavior of different types of stone columns, including the short and floating columns, as well as the ordinary and the geosynthetic encased stone columns (OSC and GESC). The effectiveness of the geosynthetic encasement and the impact of the installation using the lateral expansion method on the column performance is evaluated through a three-dimensional (3D) unit cell numerical analysis.

A full 3D numerical analysis is carried out using the explicit finite element code PLAXIS 3D to examine the installation influence on settlement reduction (ß), lateral displacement (U_x) and vertical displacement (U_z) relative to different values of lateral expansion of the column (0% to 15%).

The findings demonstrate the superior performance of GESC, particularly short columns outperforming floating counterparts. This enhanced performance is attributed to the combined effects of geosynthetic encasement and increased lateral expansion. Notably, these strategies contribute significantly to decreasing lateral displacement (U_x) at the column’s edge and reducing vertical displacement (U_z) under the rigid footing.

In contrast to previous studies that examined the installation effect of OSC contexts, this paper presents a comprehensive investigation into the effect of geosynthetic encasement and the installation effects using the lateral expansion method in very soft soil, using 3D numerical simulation. The study emphasizes the significance of the consideration of geosynthetic encasement and lateral expansion of the column during the design process to enhance column performance.