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Technical Resources Archive - Geocomp

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href="https://www.geocomp.com/document-category/transporting-samples/" class="" data-term-slug="transporting-samples">Transporting Samples</a> </li> <li> <a href="https://www.geocomp.com/document-category/triaxial-testing/" class="" data-term-slug="triaxial-testing">Triaxial Testing</a> </li> </ul> <select class="-mobile js-filter-trigger-link target-document_category" data-ajax="false" data-target="ul" data-target-name="target-document_category"> <option value="" data-term-url="https://www.geocomp.com/technical-resources/">All Document Category</option> <option value="active-risk-management" data-term-url="https://www.geocomp.com/document-category/active-risk-management/"> Active Risk Management </option> <option value="advances-in-monitoring" data-term-url="https://www.geocomp.com/document-category/advances-in-monitoring/"> Advances in Monitoring </option> <option value="automated-laboratory-testing" 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Vibrations </h4> <div class="c-block__description"> This paper describes the iSite-VM internet based vibration monitoring system. </div> <a href="https://www.geocomp.com/wp-content/uploads/2024/04/Web-BasedMonitoringofVibrations2001_WEB.pdf" target="_blank" class="c-btn -normal -link has-icon icon-right "><span class="c-btn__txt">Download PDF</span><span class="c-btn__ico"><svg width="30" height="30" class="icon icon-lib-icon-arrow2 " aria-hidden="true" role="img"><use xlink:href="#lib-icon-arrow2"></use></svg></span></a> </div> </div> </article> <article id="post-2631" class="blog-grid__item post-2631 document type-document status-publish hentry document_category-automated-laboratory-testing"> <div class="c-block c-block-document"> <div class="c-block__body"> <div class="c-block__cats"> <span class="c-block__tag"> Automated Laboratory Testing </span> </div> <h4 class="c-block__title"> State of Practice Lecture Role of the Laboratory in Modern Geotechnical Practice </h4> <div class="c-block__description"> Laboratory tests, field observations and theories of mechanics provided the cornerstones for the development of modern geotechnical practice. </div> <a href="https://www.geocomp.com/wp-content/uploads/2024/04/StateofPracticeLectureRoleoftheLaboratoryinModernGeotechnicalPractice2003_WEB.pdf" target="_blank" class="c-btn -normal -link has-icon icon-right "><span class="c-btn__txt">Download PDF</span><span class="c-btn__ico"><svg width="30" height="30" class="icon icon-lib-icon-arrow2 " aria-hidden="true" role="img"><use xlink:href="#lib-icon-arrow2"></use></svg></span></a> </div> </div> </article> <article id="post-2625" class="blog-grid__item post-2625 document type-document status-publish hentry document_category-bridge-monitoring"> <div class="c-block c-block-document"> <div class="c-block__body"> <div class="c-block__cats"> <span class="c-block__tag"> Bridge Monitoring </span> </div> <h4 class="c-block__title"> A Smart Health Monitoring System for the New I-10 Twin Span Bridge over Lake Pontchartrain </h4> <div class="c-block__description"> A new I-10 Twin Span Bridge over Lake Pontchartrain is being constructed to replace the existing bridge, which was heavily damaged by Hurricane Katrina in 2005. </div> <a href="https://www.geocomp.com/wp-content/uploads/2024/04/ASmartHealthMonitoringSystemfortheNewI-10TwinSpanBridgeoverLakePontchartrain2010_WEB.pdf" target="_blank" class="c-btn -normal -link has-icon icon-right "><span class="c-btn__txt">Download PDF</span><span class="c-btn__ico"><svg width="30" height="30" class="icon icon-lib-icon-arrow2 " aria-hidden="true" role="img"><use xlink:href="#lib-icon-arrow2"></use></svg></span></a> </div> </div> </article> <article id="post-2608" class="blog-grid__item post-2608 document type-document status-publish hentry document_category-active-risk-management"> <div class="c-block c-block-document"> <div class="c-block__body"> <div class="c-block__cats"> <span class="c-block__tag"> Active Risk Management </span> </div> <h4 class="c-block__title"> Risk &#038; Its Sources </h4> <div class="c-block__description"> Project risk is an uncertain event or condition that potentially impacts the project objectives for cost. schedule. and quality. Impacts may be both positive and negative. </div> <a href="https://www.geocomp.com/wp-content/uploads/2024/04/RiskItsSources_WEB.pdf" target="_blank" class="c-btn -normal -link has-icon icon-right "><span class="c-btn__txt">Download PDF</span><span class="c-btn__ico"><svg width="30" height="30" class="icon icon-lib-icon-arrow2 " aria-hidden="true" role="img"><use xlink:href="#lib-icon-arrow2"></use></svg></span></a> </div> </div> </article> <article id="post-2584" class="blog-grid__item post-2584 document type-document status-publish hentry document_category-levees"> <div class="c-block c-block-document"> <div class="c-block__body"> <div class="c-block__cats"> <span class="c-block__tag"> Levees </span> </div> <h4 class="c-block__title"> New Orleans and Hurricane Katrina. I: Introduction, Overview, and the East Flank </h4> <div class="c-block__description"> The failure of the New Orleans regional flood protection systems, and the resultant catastrophic flooding of much of New Orleans during Hurricane Katrina, represents the most costly failure of an engineered system in U.S. history. </div> <a href="https://www.geocomp.com/wp-content/uploads/2024/04/New-Orleans-and-Hurricane-Katrina-I-Introduction-Overview-and-the-East-Flank-WEB.pdf" target="_blank" class="c-btn -normal -link has-icon icon-right "><span class="c-btn__txt">Download PDF</span><span class="c-btn__ico"><svg width="30" height="30" class="icon icon-lib-icon-arrow2 " aria-hidden="true" role="img"><use xlink:href="#lib-icon-arrow2"></use></svg></span></a> </div> </div> </article> <article id="post-2617" class="blog-grid__item post-2617 document type-document status-publish hentry document_category-soil-improvement"> <div class="c-block c-block-document"> <div class="c-block__body"> <div class="c-block__cats"> <span class="c-block__tag"> Soil Improvement </span> </div> <h4 class="c-block__title"> Selecting Reinforced Fill Soil for MSE Retaining Walls </h4> <div class="c-block__description"> Mechanically Stabilized Earth (MSE) retaining walls on public sector transportation projects are generally conservatively designed with "low fines" reinforced soils. </div> <a href="https://www.geocomp.com/wp-content/uploads/2024/04/SelectingReinforcedFillSoilforMSERetainingWalls2009_WEB.pdf" target="_blank" class="c-btn -normal -link has-icon icon-right "><span class="c-btn__txt">Download PDF</span><span class="c-btn__ico"><svg width="30" height="30" class="icon icon-lib-icon-arrow2 " aria-hidden="true" role="img"><use xlink:href="#lib-icon-arrow2"></use></svg></span></a> </div> </div> </article> <article id="post-2598" class="blog-grid__item post-2598 document type-document status-publish hentry document_category-slope-stability"> <div class="c-block c-block-document"> <div class="c-block__body"> <div class="c-block__cats"> <span class="c-block__tag"> Slope Stability </span> </div> <h4 class="c-block__title"> Probability &#038; Risk of Slope Failure </h4> <div class="c-block__description"> This paper presents a risk assessment methodology the writers use in the practice of geotechnical engineering. </div> <a href="https://www.geocomp.com/wp-content/uploads/2024/04/ProbabilityRiskofSlopeFailure2008_WEB.pdf" target="_blank" class="c-btn -normal -link has-icon icon-right "><span class="c-btn__txt">Download PDF</span><span class="c-btn__ico"><svg width="30" height="30" class="icon icon-lib-icon-arrow2 " aria-hidden="true" role="img"><use xlink:href="#lib-icon-arrow2"></use></svg></span></a> </div> </div> </article> <article id="post-2582" class="blog-grid__item post-2582 document type-document status-publish hentry document_category-resonant-column-testing"> <div class="c-block c-block-document"> <div class="c-block__body"> <div class="c-block__cats"> <span 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