<?xml version="1.0" encoding="UTF-8"?>
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  <title>DSpace Collection:</title>
  <link rel="alternate" href="http://localhost:80/xmlui/handle/123456789/572" />
  <subtitle />
  <id>http://localhost:80/xmlui/handle/123456789/572</id>
  <updated>2026-04-16T05:42:47Z</updated>
  <dc:date>2026-04-16T05:42:47Z</dc:date>
  <entry>
    <title>PERFORMANCE IMPROVEMENT OF DIAPHRAGM WALL AT HIGH RISE BUILDING BY VALUE ENGINEERING UTILIZATION</title>
    <link rel="alternate" href="http://localhost:80/xmlui/handle/123456789/930" />
    <author>
      <name>Husin, Albert Eddy</name>
    </author>
    <id>http://localhost:80/xmlui/handle/123456789/930</id>
    <updated>2019-11-06T04:21:11Z</updated>
    <published>2019-09-20T00:00:00Z</published>
    <summary type="text">Title: PERFORMANCE IMPROVEMENT OF DIAPHRAGM WALL AT HIGH RISE BUILDING BY VALUE ENGINEERING UTILIZATION
Authors: Husin, Albert Eddy
Abstract: Diaphragm Wall (D-Wall) is a retaining wall which is also used for basement floor walls which are part of a lower&#xD;
structure which contributes 8% of the total cost of high-rise building construction is a job that has a high enough level of&#xD;
difficulty so that it has the potential to experience cost overrun. According to World Bank data that 63% of 1,778 projects&#xD;
experienced Over-run Cost Value Engineering (VE) used to produce more efficient and effective costs and time so as to&#xD;
increase profit and revenue for contractors and owners. Statistical analysis uses the Relative Importance Index (RII)&#xD;
method to get the ranking of the 10 most influential factors on cost savings including: Location, Picture completeness and&#xD;
specification, Cost efficiency, Improving function value, Better project value, Mature planning, Hole ground collapse drill,&#xD;
Low productivity tools, Cost Model and price fluctuations. From the results of the study Analysis of the case study&#xD;
obtained cost optimization of 18.83%.</summary>
    <dc:date>2019-09-20T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>A NOVEL ALGORITHM BASED ON CELLULAR AUTOMATA TO ELIMINATE NOISE IN DIGITAL IMAGES</title>
    <link rel="alternate" href="http://localhost:80/xmlui/handle/123456789/929" />
    <author>
      <name>Angulo-Sogamoso, Karen V.</name>
    </author>
    <author>
      <name>Gil-Sierra, Danilo G.</name>
    </author>
    <author>
      <name>Espitia-Cuchango, Helbert E.</name>
    </author>
    <id>http://localhost:80/xmlui/handle/123456789/929</id>
    <updated>2019-11-05T11:01:01Z</updated>
    <published>2019-09-20T00:00:00Z</published>
    <summary type="text">Title: A NOVEL ALGORITHM BASED ON CELLULAR AUTOMATA TO ELIMINATE NOISE IN DIGITAL IMAGES
Authors: Angulo-Sogamoso, Karen V.; Gil-Sierra, Danilo G.; Espitia-Cuchango, Helbert E.
Abstract: A cellular automaton is a processing system that makes decisions based on the information of its neighbors.&#xD;
Implementing a cellular automaton can have a direct relationship with the form of digital images representation, whereby it&#xD;
is possible to perform image processing applications using this concept. Due to this, this document presents the proposal of&#xD;
an algorithm based on cellular automata for the elimination of impulsive noise in digital images, which makes use of the&#xD;
adaptation mechanism to adjust to the environment conditions (in this case, the image) at the moment that the information&#xD;
acquired by the cellular automaton is insufficient to make a decision about the pixel under evaluation. In addition, thanks to&#xD;
the consideration of related works, an evaluation method can be established to observe the performance of the proposed&#xD;
algorithm against two algorithms presented by other authors. Tests are carried out with four images that have different&#xD;
characteristics. In evaluating the images exposed to different noise levels, the results obtained show that the proposed&#xD;
algorithm presents better according to the Structural Similarity Index (SSIM), since at noise levels between 10% and 90%&#xD;
improvements in noise reduction range between 15% and 68%.</summary>
    <dc:date>2019-09-20T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>IMPROVING THE EFFICIENCY OF MANUFACTURING FINE-GRAINED CONCRETE THROUGH THE USE OF MAN-MADE SANDS AND COMPOSITE BINDERS</title>
    <link rel="alternate" href="http://localhost:80/xmlui/handle/123456789/927" />
    <author>
      <name>Shadykanov, Kalys</name>
    </author>
    <id>http://localhost:80/xmlui/handle/123456789/927</id>
    <updated>2019-11-05T10:56:58Z</updated>
    <published>2019-09-20T00:00:00Z</published>
    <summary type="text">Title: IMPROVING THE EFFICIENCY OF MANUFACTURING FINE-GRAINED CONCRETE THROUGH THE USE OF MAN-MADE SANDS AND COMPOSITE BINDERS
Authors: Shadykanov, Kalys
Abstract: In this paper, an attempt has been made to substantiate the need for utilization of man-made sands and sands of&#xD;
mechanical origin obtained from local rocks as a result of mining, processing into crushed stone and sawn materials. The&#xD;
use of waste products contributes to the expansion of the raw materials base of the construction industry, increase in the&#xD;
number of composite binders when used as a filler, large-scale propagation of fine-grained concrete for various products&#xD;
along with minimization of material and energy costs, expanding the practice of using stone-crushing, stone-sawing&#xD;
products and managing new technologies for environmental conservation. The decision to utilize man-made waste&#xD;
materials (sands) of mechanical origin is particularly important for large-scale expansion of the production of fine-grained&#xD;
concrete for a region where no metal (reinforcement steel) is manufactured.</summary>
    <dc:date>2019-09-20T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>EXPERIMENTAL STUDY OF DEFORMATION AND PORE WATER PRESSURE FOR EMBANKMENT ON SOFT SOIL USING RAPID IMPACT COMPACTION</title>
    <link rel="alternate" href="http://localhost:80/xmlui/handle/123456789/926" />
    <author>
      <name>B., Arifin</name>
    </author>
    <author>
      <name>Samang, Lawalenna</name>
    </author>
    <author>
      <name>Harianto, Tri</name>
    </author>
    <author>
      <name>Muhiddin, Achmad Bakri</name>
    </author>
    <id>http://localhost:80/xmlui/handle/123456789/926</id>
    <updated>2019-11-05T10:54:51Z</updated>
    <published>2019-09-20T00:00:00Z</published>
    <summary type="text">Title: EXPERIMENTAL STUDY OF DEFORMATION AND PORE WATER PRESSURE FOR EMBANKMENT ON SOFT SOIL USING RAPID IMPACT COMPACTION
Authors: B., Arifin; Samang, Lawalenna; Harianto, Tri; Muhiddin, Achmad Bakri
Abstract: This study was conducted to analyze the deformation behavior and increases of pore water pressure on an&#xD;
embankment construction on the clay soil layer which is compacted using the Rapid Impact Compaction (RIC) Method. In&#xD;
this study, an equipment model was used that can simulate the RIC method which was electro-mechanically controlled at&#xD;
frequency of 30-40 blows per minute. The compaction test mold has a diameter of 80 cm and height of 120 cm, tested clay&#xD;
layer has a thickness of 80 cm and the sand-and-gravel embankment has a thickness of 30 cm. The clay layer was attached&#xD;
with pore pressure cell and earth pressure cell. An ultra-sonic sensor and a dial gauge were put on the surface. The&#xD;
compaction process with RIC was carried out up to 300 blows using a 45kg impact mass, falling height of 15 cm, impact&#xD;
base diameter(B) of 30 cm. The results showed the achievement of 90% of maximum vertical deformation on the impact&#xD;
foot occurred at 175 blows and heaving surfaces occurred at a distance of 0.80B from the center of the impact base, while&#xD;
at the 300 blows, the heaving surfaces distance was 0.90B. The analysis showed the generation of excess pore water&#xD;
pressure following the phenomenon of undrained conditions in the cyclic dynamic loading, where there was a very fast&#xD;
increases of pore water pressure at the 55 first of blows of the initial stage of compaction and then the increase rate reduced&#xD;
until reaching the constant line after the 175 blows.</summary>
    <dc:date>2019-09-20T00:00:00Z</dc:date>
  </entry>
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