This research was aimed to study the curriculum of English Textbook Grade-VIII in the Khyber Pakhtunkhwa province of Pakistan. A qualitative approach was adopted to study the textbook with gender perspectives. Gender presentation in school textbooks is a newly emerging field of study in academia. The ministry of education clearly states that "efforts will be made to eliminate gender bias in textbooks and curriculum" (Ministry of Education 2003b, 22). There is still a lack of practical application for gender equity in schooling tackling the obstacles in the way of such goals (Khalid and Khan 2006; Khan 2007). This study used the two main themes 1. Nature of narrations and 2. Sensitivity of illustrations. Nine steps were taken in this research process. All the themes and sub-themes have a male dominancy though the 1973 Constitution of Pakistan has claimed to remove the gender disparities. , it is clear that schools textbooks promote the gender biased approach because men are shown in powerful, prestigious, well reputed and respectable jobs and women are shown in less visible and less valued positions. It was suggested that to improve feminine visibility, the government, the textbooks boards, and the directorate of the curriculum should assure the equal distribution of contents between the genders in Pakistan.
The purpose of this study is to identify the leading causes of slope instability along a local highway in Anhui, People’s Republic of China. As part of the east expansion project, the mountain range will be excavated to create a two-way, nearly 30 m wide highway. The site’s topography consists of a hill with palm-shaped faces carved from limestone running along its sides. The geological characteristics and slope stability of the research area highlight the possibility of slope failure along both sides of the roadway. Slope stability analysis was performed in order to determine the failure mechanism and create a stable slope. Initial slope characterization and shear properties of the rock were determined by means of fieldwork and laboratory analysis. By causing wedging failure and toppling collapse, the bedding joints and discontinuity orientations increase instability, as determined by a kinematic analysis performed with DIP.6 software. The Limit Equilibrium Method (LEM) of analysis is presented in the software Slide 6.020 to illustrate the instability of the slope. The unstable condition of the slopes was determined using empirical methods that were validated and enhanced by limit equilibrium analysis.
This study was aimed at analyzing the levels of suicide intention in the secondary school students of Pakistan. To collect data, the tool was developed with 23 items to represent the three-dimension i.e. personal aspects, social aspects, and environmental aspects of suicide intention. The tool was validated through different measurement indices and reliability was found out within the threshold values. The data were collected from 384 students of the secondary schools in the Mardan district of Khyber Pakhtunkhwa, Pakistan. The sampling adequacy was confirmed for the sample size. The data were analyzed through descriptive statistics, SEM (structural equation modeling), and AMOS (analysis of a moment structures) to find out the levels for each dimension and the holistic variable. The levels of all the dimensions and variables were found out as high, in terms of negativity. In other words, a high potential risk of suicide was found in the students. Suggestions were made, to educate the parents and society about this potential threat.
Slope stability is an important issue for the construction of roads on hill slopes. 24 slopes cuts have been investigated to determine the slope instability issues and mode of failure along the newly constructed road of Dir-Sheringal Khyber-Pakhtunkhwa, Pakistan. The major rocks are slates and tuffaceous siltstone which are weak to moderately strong in strength. The main objective of this study is to assess the application of rock mass classification systems and kinematic analysis which affects the slopes. The investigation shows that rock mass rating (RMR-basic), and slope mass rating (SMR) values range from 0 to 73 which is poor to normal while geological strength index (GSI) analysis classified the rock mass from poor to good conditions. The Kinematic analysis shows that three types (plane, wedge and topple) of failure mode are present in these slopes. Most of the slopes are unstable and weak where perspective tools and proper installation provide support and prevent future failure. This study shows a good relationship between RMR-basic, SMR, and GSI for different locations.
scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.