<?xml version="1.0" encoding="UTF-8"?><rss xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:content="http://purl.org/rss/1.0/modules/content/" xmlns:atom="http://www.w3.org/2005/Atom" version="2.0"><channel><title><![CDATA[Pilecapacity AI]]></title><description><![CDATA[PileCapacity.AI, the first AI-powered system for predicting pile capacity and optimizing deep foundation design.]]></description><link>https://www.pilecapacity.ai/blog-test</link><generator>RSS for Node</generator><lastBuildDate>Sun, 24 May 2026 23:11:08 GMT</lastBuildDate><atom:link href="https://www.pilecapacity.ai/fr/blog-feed.xml" rel="self" type="application/rss+xml"/><item><title><![CDATA[Comparing Helical Anchors and Conventional Tiebacks ]]></title><description><![CDATA[Designing Efficient Excavation Support Systems with DeepEX In modern geotechnical engineering, selecting the right anchoring system is a critical step in ensuring both the safety and efficiency of deep excavation projects. Engineers today have access to a range of solutions, but two of the most prominent are conventional tieback anchors  and helical anchors  (or helical piles used as ground anchors). Each has its own set of mechanical principles, construction methods, and performance...]]></description><link>https://www.pilecapacity.ai/fr/post/comparing-helical-anchors-and-conventional-tiebacks</link><guid isPermaLink="false">6915b94987f8afa5f0cf89b0</guid><category><![CDATA[News and Articles]]></category><pubDate>Mon, 06 Oct 2025 15:53:14 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_8f283d96ca654cc2b10fc6a4ca5c2373~mv2.webp/v1/fit/w_900,h_591,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Bin Type Retaining Walls]]></title><description><![CDATA[A Powerful Solution, Made Simple with DeepEX Bin type retaining walls are a proven and versatile solution in geotechnical engineering....]]></description><link>https://www.pilecapacity.ai/fr/post/bin-type-retaining-walls</link><guid isPermaLink="false">6915b94687f8afa5f0cf88c7</guid><category><![CDATA[News and Articles]]></category><pubDate>Mon, 06 Oct 2025 15:47:41 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_950129211822459ebbbdc6ba9f73ecf7~mv2.webp/v1/fit/w_989,h_488,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Revisiting the Congress Street Open Cut in Chicago  ]]></title><description><![CDATA[DeepEX LEM Analysis &#38; Slope Stability Introduction The Congress Street “superhighway” project in Chicago, constructed in 1952, presented...]]></description><link>https://www.pilecapacity.ai/fr/post/revisiting-the-congress-street-open-cut-in-chicago</link><guid isPermaLink="false">6915b94487f8afa5f0cf8756</guid><category><![CDATA[News and Articles]]></category><pubDate>Mon, 06 Oct 2025 15:43:17 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_f0b5f049d39d4029bb0f20dcbc2ccc26~mv2.webp/v1/fit/w_800,h_377,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[You’ve Tried the Rest — Now Work with the Best.]]></title><description><![CDATA[DeepEX and DeepFND combine unmatched design capabilities with a user experience that engineers love.  It’s time to put that advantage to...]]></description><link>https://www.pilecapacity.ai/fr/post/you-ve-tried-the-rest-now-work-with-the-best</link><guid isPermaLink="false">6915b94787f8afa5f0cf890b</guid><category><![CDATA[News and Articles]]></category><pubDate>Thu, 14 Aug 2025 15:03:48 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_63cf5b6deac54d37bb1884c24d8bf18e~mv2.webp/v1/fit/w_1000,h_627,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Long-Term Failure of a Cutting in Brown London Clay ]]></title><description><![CDATA[A Case Study from 1841 Introduction One of the earliest documented deep railway cuttings in London Clay was excavated in 1838 at New...]]></description><link>https://www.pilecapacity.ai/fr/post/long-term-failure-of-a-cutting-in-brown-london-clay</link><guid isPermaLink="false">6915b94687f8afa5f0cf88c5</guid><category><![CDATA[News and Articles]]></category><pubDate>Mon, 04 Aug 2025 16:58:11 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_e8df6106fed64e15be7c83b6ca87bb63~mv2.webp/v1/fit/w_721,h_440,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Reassessment of an Anchored Diaphragm Wall in Stiff London Clay ]]></title><description><![CDATA[LEM and FEM in DeepEX Introduction In this study, we revisit the excavation documented by Sills et al. (1978) in their seminal work...]]></description><link>https://www.pilecapacity.ai/fr/post/reassessment-of-an-anchored-diaphragm-wall-in-stiff-london-clay</link><guid isPermaLink="false">6915b94987f8afa5f0cf89ab</guid><category><![CDATA[News and Articles]]></category><pubDate>Mon, 04 Aug 2025 16:48:35 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_8acb884642c94a018f249380f95b7436~mv2.webp/v1/fit/w_692,h_454,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Reassessing the Berlin M1 Pit Excavation ]]></title><description><![CDATA[MQ4 section Reanalysed Using DeepEX FEM Analysis Introduction Urban deep excavations present unique geotechnical challenges, especially...]]></description><link>https://www.pilecapacity.ai/fr/post/reassessing-the-berlin-m1-pit-excavation</link><guid isPermaLink="false">6915b94587f8afa5f0cf880e</guid><category><![CDATA[News and Articles]]></category><pubDate>Mon, 14 Jul 2025 16:15:32 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_5abe2480b76d4b09aef28dad6600d4d6~mv2.webp/v1/fit/w_800,h_437,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Stabilising Steep Slopes with Soil Nails]]></title><description><![CDATA[Revisiting a TRL Case Study In infrastructure schemes where land take is restricted , steepened slopes are often necessary to optimise...]]></description><link>https://www.pilecapacity.ai/fr/post/stabilising-steep-slopes-with-soil-nails</link><guid isPermaLink="false">6915b94687f8afa5f0cf88be</guid><category><![CDATA[News and Articles]]></category><pubDate>Mon, 14 Jul 2025 15:51:27 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_c0ea524c907b430790d90e6f13ee911a~mv2.webp/v1/fit/w_800,h_375,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Temporary excavation for installation of two conduits]]></title><description><![CDATA[Modelling with DeepEX Introduction   With the objective of installing two parallel conduits, each 1.2 m in diameter and 2.3 m in length,...]]></description><link>https://www.pilecapacity.ai/fr/post/temporary-excavation-for-installation-of-two-conduits</link><guid isPermaLink="false">6915b94687f8afa5f0cf88e2</guid><category><![CDATA[News and Articles]]></category><pubDate>Mon, 23 Jun 2025 15:40:51 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_18906fa7d10a4d5eae24da3ab3ccaa9a~mv2.webp/v1/fit/w_710,h_388,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Comparing Eurocode 7 and AASHTO LRFD in Geotechnical Design]]></title><description><![CDATA[A Practical Perspective Using DeepEX Introduction In geotechnical and structural engineering, code compliance is more than a checkbox—it...]]></description><link>https://www.pilecapacity.ai/fr/post/comparing-eurocode-7-and-aashto-lrfd-in-geotechnical-design</link><guid isPermaLink="false">6915b94487f8afa5f0cf878d</guid><category><![CDATA[News and Articles]]></category><pubDate>Mon, 23 Jun 2025 14:49:14 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_f30a6bedb15a4908a35583fb6a4d5f2a~mv2.webp/v1/fit/w_934,h_474,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Workshop: CPT in Deep Foundations]]></title><description><![CDATA[Enhancement of Deep Foundations Performance: Integrating CPT/CPTu, Case Histories and DeepFND Implementation CPT IN DEEP FOUNDATIONS -...]]></description><link>https://www.pilecapacity.ai/fr/post/workshop-cpt-in-deep-foundations</link><guid isPermaLink="false">6915b94587f8afa5f0cf883b</guid><category><![CDATA[Workshops]]></category><pubDate>Wed, 04 Jun 2025 14:48:19 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_be42ad988ffb42109829f8b84d09a2a7~mv2.webp/v1/fit/w_1000,h_1000,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Revisiting the Lodalen Slide]]></title><description><![CDATA[A Forensic Slope Stability Analysis Using the Morgenstern-Price and FEM Methods Abstract: The 1954 Lodalen landslide, documented by...]]></description><link>https://www.pilecapacity.ai/fr/post/revisiting-the-lodalen-slide</link><guid isPermaLink="false">6915b94487f8afa5f0cf8778</guid><category><![CDATA[News and Articles]]></category><pubDate>Thu, 29 May 2025 13:06:42 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_8ff3170aeea544e1a084b83626b873d2~mv2.webp/v1/fit/w_851,h_354,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Understanding Wall-to-Wall Interaction in Deep Excavation Systems]]></title><description><![CDATA[Passive Pressure Interference and Impact Load Modeling in DeepEX In deep excavation projects where multiple retaining walls are used—such...]]></description><link>https://www.pilecapacity.ai/fr/post/understanding-wall-to-wall-interaction-in-deep-excavation-systems</link><guid isPermaLink="false">6915b94987f8afa5f0cf8998</guid><category><![CDATA[News and Articles]]></category><pubDate>Wed, 28 May 2025 17:07:20 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_d3e5a59e509b4c818c875d5a0da4c871~mv2.webp/v1/fit/w_864,h_356,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Why Now Is the Time to Get DeepEX]]></title><description><![CDATA[Unlock faster design, safer construction, and a competitive edge in geotechnical engineering  If you're a geotechnical or structural...]]></description><link>https://www.pilecapacity.ai/fr/post/why-now-is-the-time-to-get-deepex</link><guid isPermaLink="false">6915b94587f8afa5f0cf8810</guid><category><![CDATA[News and Articles]]></category><pubDate>Mon, 19 May 2025 17:10:57 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_37eb82003e774206a5bf5f4dbea43404~mv2.png/v1/fit/w_1000,h_1000,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[DeepFND For EU Engineers]]></title><description><![CDATA[A Comprehensive Deep Foundation Design Solution for Eurocode-Based Projects For engineers and consultants across Europe, navigating the...]]></description><link>https://www.pilecapacity.ai/fr/post/deepfnd-for-eu-engineers</link><guid isPermaLink="false">6915b94987f8afa5f0cf8990</guid><category><![CDATA[News and Articles]]></category><pubDate>Thu, 08 May 2025 13:49:30 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_1d8086c3d2c349099f6ecf1eab386072~mv2.png/v1/fit/w_1000,h_1000,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[DeepFND For US Engineers]]></title><description><![CDATA[The All-in-One Deep Foundation Design Software with U.S. Standards When it comes to deep foundation projects, U.S. engineers face a range...]]></description><link>https://www.pilecapacity.ai/fr/post/deepfnd-for-us-engineers</link><guid isPermaLink="false">6915b94787f8afa5f0cf8919</guid><category><![CDATA[News and Articles]]></category><pubDate>Thu, 08 May 2025 13:31:26 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_388597c82c22467ab2ffa412a67dcda0~mv2.png/v1/fit/w_1000,h_1000,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[DeepEX for Australian and New Zealand Engineers]]></title><description><![CDATA[Design Smarter and Stay Code-Compliant with Deep Excavation and Tunnel Projects For engineers working on complex geotechnical and...]]></description><link>https://www.pilecapacity.ai/fr/post/deepex-for-australian-and-new-zealand-engineers</link><guid isPermaLink="false">6915b94587f8afa5f0cf881a</guid><category><![CDATA[News and Articles]]></category><pubDate>Thu, 08 May 2025 13:23:59 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_e3ba014d4b7648bc828ef9c0191b56e5~mv2.png/v1/fit/w_1000,h_1000,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Deep Excavation Software for Canada]]></title><description><![CDATA[CSA Code-Compliant Deep Excavation and Tunnel Design at Your Fingertips Designing safe, efficient, and cost-effective deep excavations in...]]></description><link>https://www.pilecapacity.ai/fr/post/deep-excavation-software-for-canada</link><guid isPermaLink="false">6915b94487f8afa5f0cf875d</guid><category><![CDATA[News and Articles]]></category><pubDate>Thu, 08 May 2025 13:05:31 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_bb6cb23c7b5f40f1a3b04894126a613a~mv2.png/v1/fit/w_1000,h_1000,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[Case Study: Time History Seismic Analysis of a TBM Tunnel]]></title><description><![CDATA[TBM Tunnel with Segmental Linings - Time History Analysis with DeepEX In this case study, we explore the seismic response of a tunnel...]]></description><link>https://www.pilecapacity.ai/fr/post/case-study-time-history-seismic-analysis-of-a-tbm-tunnel</link><guid isPermaLink="false">6915b94687f8afa5f0cf88d2</guid><category><![CDATA[News and Articles]]></category><pubDate>Wed, 07 May 2025 20:01:50 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_ce272547ad894e709b31ba6320c0ad85~mv2.webp/v1/fit/w_1000,h_539,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item><item><title><![CDATA[DeepEX vs. RetainEX]]></title><description><![CDATA[Which Software is Right for You? At Deep Excavation LLC, we offer two specialized tools for geotechnical wall design: DeepEX, our...]]></description><link>https://www.pilecapacity.ai/fr/post/deepex-vs-retainex</link><guid isPermaLink="false">6915b94687f8afa5f0cf88dd</guid><category><![CDATA[News and Articles]]></category><pubDate>Tue, 06 May 2025 15:56:56 GMT</pubDate><enclosure url="https://static.wixstatic.com/media/de0d8c_bda6ccd249f745dd9c0cea52967b5403~mv2.webp/v1/fit/w_800,h_400,al_c,q_80/file.png" length="0" type="image/png"/><dc:creator>deepexcavation</dc:creator></item></channel></rss>