http://www.colloquiam.com/wd/index.php?action=history&feed=atom&title=Xiong_et_al_2025a 2026-05-11T08:24:18Z Revision history for this page on the wiki MediaWiki 1.27.0-wmf.10 http://www.colloquiam.com/wd/index.php?title=Xiong_et_al_2025a&diff=325803&oldid=prev 2025-10-29T09:43:49Z

<p>Scipediacontent moved page <a href="/public/Review_812274147802" class="mw-redirect" title="Review 812274147802">Review 812274147802</a> to <a href="/public/Xiong_et_al_2025a" title="Xiong et al 2025a">Xiong et al 2025a</a></p> <table class="diff diff-contentalign-left" data-mw="interface"> <tr style='vertical-align: top;' lang='en'> <td colspan='1' style="background-color: white; color:black; text-align: center;">← Older revision</td> <td colspan='1' style="background-color: white; color:black; text-align: center;">Revision as of 09:43, 29 October 2025</td> </tr><tr><td colspan='2' style='text-align: center;' lang='en'><div class="mw-diff-empty">(No difference)</div> </td></tr></table>

Scipediacontent http://www.colloquiam.com/wd/index.php?title=Xiong_et_al_2025a&diff=325753&oldid=prev 2025-10-29T09:11:45Z

<p>JSanchez moved page <a href="/public/Draft_Sanchez_Pinedo_745835971" class="mw-redirect" title="Draft Sanchez Pinedo 745835971">Draft Sanchez Pinedo 745835971</a> to <a href="/public/Review_812274147802" class="mw-redirect" title="Review 812274147802">Review 812274147802</a></p> <table class="diff diff-contentalign-left" data-mw="interface"> <tr style='vertical-align: top;' lang='en'> <td colspan='1' style="background-color: white; color:black; text-align: center;">← Older revision</td> <td colspan='1' style="background-color: white; color:black; text-align: center;">Revision as of 09:11, 29 October 2025</td> </tr><tr><td colspan='2' style='text-align: center;' lang='en'><div class="mw-diff-empty">(No difference)</div> </td></tr></table>

JSanchez http://www.colloquiam.com/wd/index.php?title=Xiong_et_al_2025a&diff=325752&oldid=prev 2025-10-29T09:11:39Z

<p>Created page with &quot; == Abstract == &lt;p&gt;The traditional loading berm is effective in reinforcing soft-soil foundation embankments, however, it is found that its large footprint limits its applica...&quot;</p> <p><b>New page</b></p><div><br /> == Abstract ==<br /> <br /> &lt;p&gt;The traditional loading berm is effective in reinforcing soft-soil foundation embankments, however, it is found that its large footprint limits its application in some narrow construction sites in recent years. Therefore, to address this limitation, the trapezoidal embedded loading berm (TELB) has been introduced, and its feasibility was examined in this paper. Firstly, an analytical model was developed to investigate the mechanical behavior of the TELB. Then, a numerical approach was employed to assess the TELB&amp;rsquo;s efficacy in enhancing the stability of soft-soil foundation embankments. The study elucidates the impact of various TELB parameters&amp;mdash; such as slope angle, lower edge width, height, density, internal friction angle, and cohesion&amp;mdash;on the embankment stability coefficient. Finally, an orthogonal test was conducted to evaluate the sensitivity of each parameter concerning embankment stability. The results demonstrate that the TELB substantially improves the stability of soft-soil foundation embankments, with stability coefficients increasing as the geometric and physicalmechanical parameters of the loading berm are enhanced. Among the parameters, height and density exert a more pronounced effect on the stability coefficient compared to cohesion and internal friction angle. This research provides valuable insights for the design and construction of TELBs and contributes to mitigating the environmental impact of road construction in soft soil regions.OPEN ACCESS Received: 23/03/2025 Accepted: 10/06/2025 Published: 27/10/2025&lt;/p&gt;<br /> <br /> <br /> <br /> == Document ==<br /> &lt;pdf&gt;Media:Draft_Sanchez Pinedo_745835971-3844-document.pdf&lt;/pdf&gt;</div>

JSanchez