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	<title>Полевые испытания грунтов сваями - Revision history</title>
	<link rel="self" type="application/atom+xml" href="https://expeditio.kriegsmarinearchiv.at/index.php?action=history&amp;feed=atom&amp;title=%D0%9F%D0%BE%D0%BB%D0%B5%D0%B2%D1%8B%D0%B5_%D0%B8%D1%81%D0%BF%D1%8B%D1%82%D0%B0%D0%BD%D0%B8%D1%8F_%D0%B3%D1%80%D1%83%D0%BD%D1%82%D0%BE%D0%B2_%D1%81%D0%B2%D0%B0%D1%8F%D0%BC%D0%B8"/>
	<link rel="alternate" type="text/html" href="https://expeditio.kriegsmarinearchiv.at/index.php?title=%D0%9F%D0%BE%D0%BB%D0%B5%D0%B2%D1%8B%D0%B5_%D0%B8%D1%81%D0%BF%D1%8B%D1%82%D0%B0%D0%BD%D0%B8%D1%8F_%D0%B3%D1%80%D1%83%D0%BD%D1%82%D0%BE%D0%B2_%D1%81%D0%B2%D0%B0%D1%8F%D0%BC%D0%B8&amp;action=history"/>
	<updated>2026-09-21T17:10:07Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>https://expeditio.kriegsmarinearchiv.at/index.php?title=%D0%9F%D0%BE%D0%BB%D0%B5%D0%B2%D1%8B%D0%B5_%D0%B8%D1%81%D0%BF%D1%8B%D1%82%D0%B0%D0%BD%D0%B8%D1%8F_%D0%B3%D1%80%D1%83%D0%BD%D1%82%D0%BE%D0%B2_%D1%81%D0%B2%D0%B0%D1%8F%D0%BC%D0%B8&amp;diff=83756&amp;oldid=prev</id>
		<title>WyattClopton9 at 23:26, 12 September 2026</title>
		<link rel="alternate" type="text/html" href="https://expeditio.kriegsmarinearchiv.at/index.php?title=%D0%9F%D0%BE%D0%BB%D0%B5%D0%B2%D1%8B%D0%B5_%D0%B8%D1%81%D0%BF%D1%8B%D1%82%D0%B0%D0%BD%D0%B8%D1%8F_%D0%B3%D1%80%D1%83%D0%BD%D1%82%D0%BE%D0%B2_%D1%81%D0%B2%D0%B0%D1%8F%D0%BC%D0%B8&amp;diff=83756&amp;oldid=prev"/>
		<updated>2026-09-12T23:26:04Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 23:26, 12 September 2026&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l1&quot;&gt;Line 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;проектирование &lt;/del&gt;фундамента &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Уфа&lt;/del&gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;======&lt;/del&gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;несущая способность винтовых свай – несущая способность винтовых свай зависит от диаметра,  [&lt;/del&gt;https://&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;expeditio&lt;/del&gt;.&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;kriegsmarinearchiv.at&lt;/del&gt;/&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;index.php&lt;/del&gt;/&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;User&lt;/del&gt;:&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;RoseBonet1956 винтовые сваи в Уфе] длины и типа грунта&lt;/del&gt;. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Для сваи 108 мм — до 4–5 тонн&lt;/del&gt;. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Для [&lt;/del&gt;https://&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;domstroymsk&lt;/del&gt;.ru/&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;nadezhnyy&lt;/del&gt;-&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;fundament&lt;/del&gt;-&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;v&lt;/del&gt;-&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;penze&lt;/del&gt;-&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;pochemu&lt;/del&gt;-&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;nauchnyy-podhod-k-stroitelstvu&lt;/del&gt;-&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;ekonomit&lt;/del&gt;-&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;do&lt;/del&gt;-&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;25&lt;/del&gt;-&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;byudzheta/ винтовые сваи в Уфе] 133 мм — до 7 тонн &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;Watch here: &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;https://ufa-news&lt;/del&gt;.&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;net/other/2026/03/31/522904.html&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;как выбрать фундамент для дома – выбор &lt;/ins&gt;фундамента &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;для дома начинается с геологии. Определяем состав грунта, глубину промерзания,  [https://expeditio.kriegsmarinearchiv.at/index.php/User:WyattClopton9 полевые испытания грунтов сваями] УГВ. На основе данных проектируем основание &amp;lt;br&amp;gt;&lt;/ins&gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;как выбрать фундамент для дома &lt;/ins&gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Watch here: &lt;/ins&gt;&amp;lt;br&amp;gt;https://&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;evranting&lt;/ins&gt;.&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;ru&lt;/ins&gt;/&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;blog&lt;/ins&gt;/&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[https&lt;/ins&gt;:&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;//fondsambo&lt;/ins&gt;.&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;ru/bitrix/redirect&lt;/ins&gt;.&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;php?goto=&lt;/ins&gt;https://&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;jaggi&lt;/ins&gt;.ru/&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;blog/%D0%BF%D0%BE%D0%BB%D0%B5%D0%B2%D1%8B%D0%B5&lt;/ins&gt;-&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;%D0%B8%D1%81%D0%BF%D1%8B%D1%82%D0%B0%D0%BD%D0%B8%D1%8F&lt;/ins&gt;-&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;%D0%B3%D1%80%D1%83%D0%BD%D1%82%D0%BE%D0%B2&lt;/ins&gt;-&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;%D1%81%D0%B2%D0%B0%D1%8F%D0%BC%D0%B8&lt;/ins&gt;-&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;%D0%B2%D0%BB%D0%B8%D1%8F%D0%BD%D0%B8%D0%B5&lt;/ins&gt;-&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;%D0%BD.php полевые испытания грунтов сваями]&lt;/ins&gt;-&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;испытания&lt;/ins&gt;-&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;грунтов&lt;/ins&gt;-&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;сваями&lt;/ins&gt;-&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;методика&lt;/ins&gt;.&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;php&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;

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		<author><name>WyattClopton9</name></author>
	</entry>
	<entry>
		<id>https://expeditio.kriegsmarinearchiv.at/index.php?title=%D0%9F%D0%BE%D0%BB%D0%B5%D0%B2%D1%8B%D0%B5_%D0%B8%D1%81%D0%BF%D1%8B%D1%82%D0%B0%D0%BD%D0%B8%D1%8F_%D0%B3%D1%80%D1%83%D0%BD%D1%82%D0%BE%D0%B2_%D1%81%D0%B2%D0%B0%D1%8F%D0%BC%D0%B8&amp;diff=80989&amp;oldid=prev</id>
		<title>RoseBonet1956: Created page with &quot;проектирование фундамента Уфа&lt;br&gt;&lt;br&gt;======&lt;br&gt;&lt;br&gt;&lt;br&gt;&lt;br&gt;&lt;br&gt;несущая способность винтовых свай – несущая способность винтовых свай зависит от диаметра,  [https://expeditio.kriegsmarinearchiv.at/index.php/User:RoseBonet1956 винтовые сваи в Уфе] длины и типа грунта. Для сваи 108 мм — до 4–5 тонн. Для [https://doms...&quot;</title>
		<link rel="alternate" type="text/html" href="https://expeditio.kriegsmarinearchiv.at/index.php?title=%D0%9F%D0%BE%D0%BB%D0%B5%D0%B2%D1%8B%D0%B5_%D0%B8%D1%81%D0%BF%D1%8B%D1%82%D0%B0%D0%BD%D0%B8%D1%8F_%D0%B3%D1%80%D1%83%D0%BD%D1%82%D0%BE%D0%B2_%D1%81%D0%B2%D0%B0%D1%8F%D0%BC%D0%B8&amp;diff=80989&amp;oldid=prev"/>
		<updated>2026-09-12T12:58:34Z</updated>

		<summary type="html">&lt;p&gt;Created page with &amp;quot;проектирование фундамента Уфа&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;======&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;несущая способность винтовых свай – несущая способность винтовых свай зависит от диаметра,  [https://expeditio.kriegsmarinearchiv.at/index.php/User:RoseBonet1956 винтовые сваи в Уфе] длины и типа грунта. Для сваи 108 мм — до 4–5 тонн. Для [https://doms...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;проектирование фундамента Уфа&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;======&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;несущая способность винтовых свай – несущая способность винтовых свай зависит от диаметра,  [https://expeditio.kriegsmarinearchiv.at/index.php/User:RoseBonet1956 винтовые сваи в Уфе] длины и типа грунта. Для сваи 108 мм — до 4–5 тонн. Для [https://domstroymsk.ru/nadezhnyy-fundament-v-penze-pochemu-nauchnyy-podhod-k-stroitelstvu-ekonomit-do-25-byudzheta/ винтовые сваи в Уфе] 133 мм — до 7 тонн &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;Watch here: &amp;lt;br&amp;gt;&amp;lt;br&amp;gt;https://ufa-news.net/other/2026/03/31/522904.html&lt;/div&gt;</summary>
		<author><name>RoseBonet1956</name></author>
	</entry>
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