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  <channel rdf:about="https://elibrary.khec.edu.np/handle/123456789/185">
    <title>DSpace Collection:</title>
    <link>https://elibrary.khec.edu.np/handle/123456789/185</link>
    <description />
    <items>
      <rdf:Seq>
        <rdf:li rdf:resource="https://elibrary.khec.edu.np/handle/123456789/194" />
        <rdf:li rdf:resource="https://elibrary.khec.edu.np/handle/123456789/193" />
        <rdf:li rdf:resource="https://elibrary.khec.edu.np/handle/123456789/192" />
        <rdf:li rdf:resource="https://elibrary.khec.edu.np/handle/123456789/191" />
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    </items>
    <dc:date>2026-07-17T04:30:09Z</dc:date>
  </channel>
  <item rdf:about="https://elibrary.khec.edu.np/handle/123456789/194">
    <title>PERFORMANCE ASSESSMENT OF CRASH BARRIERS USED IN ROAD SAFETY: A CASE STUDY OF MALEKHU KURINTAR SECTION OF THE PRITHVI HIGHWAY</title>
    <link>https://elibrary.khec.edu.np/handle/123456789/194</link>
    <description>Title: PERFORMANCE ASSESSMENT OF CRASH BARRIERS USED IN ROAD SAFETY: A CASE STUDY OF MALEKHU KURINTAR SECTION OF THE PRITHVI HIGHWAY
Authors: Bati, Saru; Shahi, Thusitha Chandani
Abstract: Hill roads in Nepal are comprised of critical geometry and limited roadway clearances. It causes high number &#xD;
of runoff roadway type of accidents with single vehicle. These accidents often carry huge number of fatalities &#xD;
and severe injuries. Installation of crash barriers is the most effective way of preventing such accidents along &#xD;
hill roads. However, the existing practice of construction of crash barriers does not show the satisfactory &#xD;
results. Therefore, this research aimed at the evaluation of typical crash barriers constructed along the valley &#xD;
side of highway. Analysis of the road accident of Malekhu-Kurintar section of Prithvi Highway record shows &#xD;
that this section has relatively higher accident rate and most of the accidents are runoff roadway type. Further, &#xD;
these accidents are mainly caused due to either the absence or the failure of the crash barriers along the valley &#xD;
side of the highway. On the basis of field records, kinetic energy absorbed by the crash barriers and their &#xD;
deflections was investigated by application of computer based analysis tool ABAQUS V6.10. It has given &#xD;
satisfactory results on the deflection of W-beam and plum concrete barriers due to the impact of vehicle &#xD;
moving in various range of speed.</description>
    <dc:date>2020-09-01T00:00:00Z</dc:date>
  </item>
  <item rdf:about="https://elibrary.khec.edu.np/handle/123456789/193">
    <title>DEVELOPMENT OF PERFORMANCE GRADING MAP OF NEPAL BASED ON  SUPERPAVE SYSTEM</title>
    <link>https://elibrary.khec.edu.np/handle/123456789/193</link>
    <description>Title: DEVELOPMENT OF PERFORMANCE GRADING MAP OF NEPAL BASED ON  SUPERPAVE SYSTEM
Authors: Kharbuja, Sunita; Shahi, Thusitha Chandani; Duwal, Rajan
Abstract: The Performance of the bituminous binder plays important role in the overall performance of the pavement&#xD;
system. One of the major cause of pavement failure is the bitumen grade, i.e selection of suitable grade of &#xD;
bitumen. Therefore, performance grading of bituminous binder is inevitable for the specific temperature and &#xD;
climatic zones. This study is focused on the determination of performance grading of bituminous binder for &#xD;
various temperature zones in Nepal. In this study, twenty one years’ daily maximum and minimum secondary &#xD;
temperature data of 70 meteorological stations were collected and were analyzed for temperature zoning. &#xD;
Performance grading of bituminous binder was conducted with the help of Strategic Highway Research Program&#xD;
(SHRP) and Long-Term Pavement Performance Program (LTPP) prediction models. The concept of Superpave &#xD;
has been adopted for the analysis, which stands for superior performing asphalt pavement. The Superpave mix &#xD;
design includes a new analysis system based on performance characteristics of the pavement layer. The &#xD;
bituminous binder grades for Nepal have been determined on the basis of air temperature thereafter predicting the &#xD;
pavement temperatures. The study has determined seven different performance grade zones based on SHRP and &#xD;
four different performance grade zones based on LTPP model. The study synthesized the Performance Grade &#xD;
(PG) map of the country.</description>
    <dc:date>2020-09-01T00:00:00Z</dc:date>
  </item>
  <item rdf:about="https://elibrary.khec.edu.np/handle/123456789/192">
    <title>MANAGEMENT OF INTERNET BANDWIDTH IMPLEMENTING COOVACHILLI AND  FREE RADIUS</title>
    <link>https://elibrary.khec.edu.np/handle/123456789/192</link>
    <description>Title: MANAGEMENT OF INTERNET BANDWIDTH IMPLEMENTING COOVACHILLI AND  FREE RADIUS
Authors: Phoju, Rabindra; Bhandari, Krishna Prasad
Abstract: With rapid growth in popularity and use of Internet in academic institutions, the institutions are struggling to &#xD;
keep up with the demand. They need capability to effectively control, monitor and optimize the available &#xD;
bandwidth to ensure good service at optimum cost. This paper has described implementation of Coovachill and &#xD;
free radius for management of internet bandwidth in academic institutions. During this research, freeware tools &#xD;
such as Freeradius and CoovaChilli have been used to manage Internet bandwidth on a per-user basis based on &#xD;
user credentials. The mechanisms have been used to control bandwidth of Wireless users. Same can be used for &#xD;
wired connections also. When a user tries to connect, the user is redirected to a captive portal under &#xD;
CoovaChilli. There the user provides login and password. Based on the credentials thus provided, CoovaChilli&#xD;
checks identity with the Freeradius. If authorized, the client is allowed access with the bandwidth as mentioned &#xD;
in the profile of the user in WISPr attributes define in Radreply table of Freeradius. When the user is not &#xD;
authorized, CoovaChilli sends an error message. This paper demonstrates that bandwidth can be effectively &#xD;
monitored, managed and optimized by using cost-effective open-source tools in the existing network scenario &#xD;
of the institution.</description>
    <dc:date>2020-09-01T00:00:00Z</dc:date>
  </item>
  <item rdf:about="https://elibrary.khec.edu.np/handle/123456789/191">
    <title>Urban growth, Land readjustment, Institutional and legal framework, Kathmandu valley.</title>
    <link>https://elibrary.khec.edu.np/handle/123456789/191</link>
    <description>Title: Urban growth, Land readjustment, Institutional and legal framework, Kathmandu valley.
Authors: Karmacharya, Sunaina
Abstract: Urban expansion of Kathmandu Valley is taking place at the fast rate challenging urban managers and planners&#xD;
of the city. In-migration has resulted in the unplanned urban growth of the city with the shortage of serviced&#xD;
land for urban development in Kathmandu. So Land Readjustment (LR) technique has been used as urban land&#xD;
development tool by the government. There are twenty two LR projects completed, and some of the projects&#xD;
are ongoing in the valley. The overview of the Land Readjustment technique of Kathmandu Valley has been&#xD;
done to explore the required measures needed to reform the existing legal and Institutional Framework and&#xD;
procedure of LR. Among the implemented LR projects, Nayabazar Land pooling has been selected for the case&#xD;
study as almost all the plots have been developed. Now, it is a dense residential neighborhood. The instruments&#xD;
used for research are literature study, in-depth interviews with different stakeholders of LR projects and&#xD;
landowners. Field visit and questionnaire survey in case study area are conducted regarding the street network&#xD;
and open space of the area. The existing system of LR technique is studied relating it with international&#xD;
experience mainly the case of Germany and Japan to draw positive inferences to explore the wider scope of LR&#xD;
technique for the comprehensive development in urban areas.</description>
    <dc:date>2020-09-01T00:00:00Z</dc:date>
  </item>
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