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   <subfield code="a">LG 993.5 2017 E63</subfield>
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   <subfield code="a">Ko, Samantha R.</subfield>
   <subfield code="e">author.</subfield>
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  <datafield tag="245" ind1="1" ind2="0">
   <subfield code="a">Assessment of induced partial saturation for mitigating earthquake-induced liquefaction</subfield>
   <subfield code="c">Samantha R. Ko, David Anthony N. Maglasang ; Jaime Angelo S. Victor, faculty adviser ; Giancarlo P. Ventura, co-adviser.</subfield>
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  <datafield tag="264" ind1=" " ind2="3">
   <subfield code="a">Quezon City</subfield>
   <subfield code="b">College of Engineering, University of the Philippines Diliman</subfield>
   <subfield code="c">2017.</subfield>
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  <datafield tag="300" ind1=" " ind2=" ">
   <subfield code="a">xiv, 77 leaves</subfield>
   <subfield code="b">color illustrations</subfield>
   <subfield code="c">28 cm.</subfield>
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   <subfield code="a">Thesis (Bachelor of Science in Civil Engineering)--University of the Philippines Diliman</subfield>
   <subfield code="d">June 2017.</subfield>
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   <subfield code="a">Liquefaction is the state of soil from which it loses its undrained shear strength and thereby behaves almost like a liquid. It is a common phenomenon associated with earthquakes and, thus, can cause deleterious consequences to both man and the environment. Induced partial saturation, a potentially cost-effective method in mitigating liquefaction, desaturates the soil through generation of gas in the voids. An assessment of this chemical mitigation technique, using Efferdent TM, was presented in this thesis. A makeshift shaking box was used to simulate liquefaction and verify the effectiveness of the said technique. Seismic performance tests were operated on both treated and untreated sand samples to compare its effects on the pore water pressure and settlement in the event of liquefaction. Based on One-Way ANOVA and Tukey's Pairwise Comparison Test, it was found that when the concentration used is R=4, the reduction in settlement is significant. A probable proof of densification was also observed as the sand surface of R = 4 heaved upon application of the chemical compound. Also, all concentrations that were tested, i.e. R = 4, 6 and 8, were equally effective in reducing the pore water pressure buildup. The experiment done was a proof of concept and may be replicated for actual field applications.</subfield>
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   <subfield code="a">Soil liquefaction.</subfield>
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   <subfield code="a">Maglasang, David Anthony N.</subfield>
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   <subfield code="a">Victor, Jaime Angelo S.</subfield>
   <subfield code="e">faculty adviser.</subfield>
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   <subfield code="a">Ventura, Giancarlo P.</subfield>
   <subfield code="e">co-adviser.</subfield>
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