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      <title>Research Chapter 2(RRL) by Ronald Justin Quiñones</title>
      <link>https://padlet.com/quinonesronaldcsashs/gsou35i2rjsfgfh</link>
      <description>Grade 11 - Provincia Hiberniae(Group7)</description>
      <language>en-us</language>
      <pubDate>2020-11-20 02:18:00 UTC</pubDate>
      <lastBuildDate>2025-12-13 02:58:51 UTC</lastBuildDate>
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         <author>quinonesronaldcsashs</author>
         <link>https://padlet.com/quinonesronaldcsashs/gsou35i2rjsfgfh/wish/944209682</link>
         <description><![CDATA[<div>Checking calculation method for stability of building foundation under earthquake action 2015Chen Jian ,Sun Xiaoying ,Lyu Fei.  A research by Chen Jian ,Sun Xiaoying ,Lyu Fei (2015) was conducted to see if there calculation method of building foundation under earthquake action works. The researchers based on their respective research have a certain calculation method wherein they can check the stability and foundation of a building if there are certain calamities that are deadly and catastrophic. There are certain methods that the researchers need to follow in order to maintain accurate results and that program is called the ACS SASSI program and that program is utilized for achieving calculation functions such as soil-structure interaction (SSI) and foundation nonlinearity.<br><br></div>]]></description>
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         <pubDate>2020-11-20 02:53:43 UTC</pubDate>
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         <author>quinonesronaldcsashs</author>
         <link>https://padlet.com/quinonesronaldcsashs/gsou35i2rjsfgfh/wish/944210552</link>
         <description><![CDATA[<div>Another research that was similar to theirs was conducted by Shakhraman Jan M A ,Nigmetov G M (2005) wherein they said in their research “In this paper, there is the aspect of soil to make the analysis of the reliability and stability of the foundation of the issues involved temporarily upper structure.” The soil is a major factor when it comes to the stability of the buildings that are large or high.  “According to the theoretical calculating formula of ground bearing capacity in the soil mechanics theory, analyze the major influential factors of building ground bearing capacity in subsidence areas, and they are internal friction angle, cohesive, and foundation base buried depth, especially physical and mechanical properties of soil.”</div>]]></description>
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         <pubDate>2020-11-20 02:54:15 UTC</pubDate>
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         <author>quinonesronaldcsashs</author>
         <link>https://padlet.com/quinonesronaldcsashs/gsou35i2rjsfgfh/wish/944211259</link>
         <description><![CDATA[Reinterpretation of porewater pressure parameters” by  K. Yang, D. NguyenM, M. YalewW, Liu Cn, R. Gupta. The researchers focus on the behavior of geotextine reinforced clay in undrained situations.  Reinterpratation of Porewater pressures. “During undrained loading, the shear strength and excess porewater pressure of the reinforced clay increased with the number of geotextile layers because of the restraint of the lateral deformation resulting from the mobilized tensile force of reinforcement layers. Both effective and total stress failure envelopes of the reinforced clay shifted upward as the number of reinforcement layers increased and appeared to be parallel to those of the unreinforced clay”.



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         <pubDate>2020-11-20 02:54:43 UTC</pubDate>
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         <title></title>
         <author>quinonesronaldcsashs</author>
         <link>https://padlet.com/quinonesronaldcsashs/gsou35i2rjsfgfh/wish/944214664</link>
         <description><![CDATA[<div>Shear strength is about the sustainability of the soil to endure the shear stress of magnitude. A research by Mirzababaei et al.(2018), wherein they tried to test if the carpet waste fiber can improve the shear strength of the clay. It is stated in the research that it did create a noticeable results once it has been released in the landfills due to its high volume. It is also indicated in their research that through the results of the experiment they tried to predict the relationship of the shear stress ratio that later on use as a supporting idea in the study. The researchers later on created a model for this research and exhibited the properties that they have used which gathered an excellent mark. </div>]]></description>
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         <pubDate>2020-11-20 02:57:02 UTC</pubDate>
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         <title></title>
         <author>quinonesronaldcsashs</author>
         <link>https://padlet.com/quinonesronaldcsashs/gsou35i2rjsfgfh/wish/944215220</link>
         <description><![CDATA[<div>It has really been a question to most of the engineers whether or not to use green or gray infrastructure in building drainage systems. Green and gray infrastructure has been a center of attraction although one is different from the other it has still gathered the eyes of many. The researchers take in consideration the factors that can affect the complications and the resilience of a drainage system whether it is man-made or natural. The research created by Xin Dong et al.(2017)  where they have created a drainage system which will surpass the different configuration. </div>]]></description>
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         <pubDate>2020-11-20 02:57:22 UTC</pubDate>
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