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"Prediction Of Expansive Soil Based On The Coefficient Of Linear Extensibility (COLE)" and the language of the book is English.


“Prediction Of Expansive Soil Based On The Coefficient Of Linear Extensibility (COLE)” Metadata:

  • Title: ➤  Prediction Of Expansive Soil Based On The Coefficient Of Linear Extensibility (COLE)
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  • Language: English

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  • Internet Archive ID: IJOERAUG201628

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<p class="MsoNormal" style="margin-bottom:6pt;text-align:justify;"><b><span style="font-family:'Times New Roman', serif;">Abstract</span></b><b><span style="font-family:'Times New Roman', serif;">—</span></b><span style="font-size:9pt;line-height:115%;font-family:'Times New Roman', serif;color:#000000;"></span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;">An expansive soil is any soil that is prone to large volume changes (shrinking and swelling) directly related to changing moisture conditions.<span>  </span>The swelling capacity <span>can cause heaving</span>, or <span>lifting</span> of <span>structures whilst</span> shrinkage <span>can cause</span> differential settlement.<span>  </span>The amounts by which the ground can shrink and/ or swell depend not only on the supply of moisture in the ground but also on the type and <span>amount</span> of clay minerals, internal structure and void ratios of the soil. Characterization of swelling potential is critically important to mitigate the adverse effects of expansive soils. Therefore, t</span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;" lang="en-gb" xml:lang="en-gb">his study uses the coefficient of linear extensibility (COLE) as the controlling method to</span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;"> characterize</span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;"> swelling <span>potential</span> of <span>expansive soils</span></span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;" lang="en-gb" xml:lang="en-gb">. The samples for this test were retrieved from two different locations in areas prone with expansive soils in Kibaha Township in Tanzania. </span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;">Bulk density was determined on irregular soil clods and COLE was calculated as the difference between bulk density values at 1/3 bar and oven-dry condition<span style="color:#FF0000;">. </span>The<span style="color:#FF0000;"></span></span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;" lang="en-gb" xml:lang="en-gb">coefficient of linear extensibility that ranged from 0.09 to 1.15 clearly indicated soils with high to very high </span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;color:#000000;" lang="en-gb" xml:lang="en-gb">shrink–swell potential</span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;" lang="en-gb" xml:lang="en-gb">.</span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;" lang="en-gb" xml:lang="en-gb"> Lastly, a direct relationship existed between COLE and colloids contents with </span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;">high degree of correlation</span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;"></span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;">(i.e. Correlation Coefficients<span>  </span>(R) equal to 0.942 and 0.824 for samples RC5 and RB3 respectively) </span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;" lang="en-gb" xml:lang="en-gb">providing a confirmation to the presence of high to very high expansive potential of the soils. </span><span style="font-size:10pt;line-height:115%;font-family:'Times New Roman', serif;"></span></p>

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