{"id":11494,"date":"2022-08-26T11:54:09","date_gmt":"2022-08-26T08:54:09","guid":{"rendered":"https:\/\/www.kasktas.com.tr\/?p=11494"},"modified":"2023-05-05T13:36:26","modified_gmt":"2023-05-05T10:36:26","slug":"k-cell-an-innovative-bi-directional-load-test-method-for-deep-foundations","status":"publish","type":"post","link":"https:\/\/www.kasktas.com.tr\/en\/k-cell-an-innovative-bi-directional-load-test-method-for-deep-foundations\/","title":{"rendered":"K-CELL: An Innovative Bi-Directional Load Test Method for Deep Foundations"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>We are proud to announce the launch of our new product: \u201cK-CELL \u201c<br \/>\n\u201cK-CELL\u201d, is a Bi-Directional Static Axial Load Test, in which a compressive load test performed on deep foundations by pressurizing an embedded load cell into the pile, and thus the pile section above the cell\u2019s assembly moves upwards and the piles section below the cell assembly moves downwards, each section providing reaction from which to load the other.<br \/>\nSince 2018, solely in-house innovative process has been developed by Kaskta\u015f\u2019s engineers.<br \/>\nK-CELL utilizes completely automated data acquisition techniques, hydraulic control and data recording systems, where the safe progress of the test can be supervised by remote control with comprehensive instrumentations. This provides very distinguish advantages, such as improved safety, high loading capacity, increased accuracy, and more cost efficiency in comparison to traditional methods of load testing.<br \/>\nK-CELL provides the high-resolution results for design engineers to confidently optimize pile design, based on achieved test records taken at 1, 2, 5, and 10 minutes, and each successive 10 minutes, after applying each load increment, up to the duration of the load interval.<br \/>\nK-CELL loads in excess of 150,000 kN can be achieved successfully depending on the pile depth and diameter complying with industry codes and standards such as ASTM D8169\/D8169M-18; \u201cStandard Test Methods for Deep Foundations Under Bi-Directional Static Axial Compressive Load\u201d, GOST 5686-2020; \u201cS\u043eils. Fi\u0435ld t\u0435st m\u0435th\u043eds b\u0443 \u0440il\u0435s\u201d and BS EN ISO 22477-1:2018; \u201cGeotechnical investigation and testing. Testing of geotechnical structures Testing of piles: static compression load testing.\u201d<br \/>\nK-CELL test application is designed to serve not only for Kaskta\u015f&#8217;s projects but also to general and foundation contractors globally.<br \/>\n[vc_row][vc_column][vc_gallery interval=&#8221;3&#8243; images=&#8221;11483,11487&#8243; img_size=&#8221;full&#8221;][\/vc_column][\/vc_row]\n<\/div>","protected":false},"excerpt":{"rendered":"<p>We are proud to announce the launch of our new product: \u201cK-CELL \u201c \u201cK-CELL\u201d, is a Bi-Directional Static Axial Load Test, in which a compressive load test performed on deep foundations by pressurizing an embedded load cell into the pile, and thus the pile section above the cell\u2019s assembly moves upwards and the piles section <a class=\"more-link\" href=\"https:\/\/www.kasktas.com.tr\/en\/k-cell-an-innovative-bi-directional-load-test-method-for-deep-foundations\/\">Continue reading <i class=\"fa fa-chevron-right\"><\/i><\/a><\/p>\n","protected":false},"author":16,"featured_media":11480,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"om_disable_all_campaigns":false,"_monsterinsights_skip_tracking":false,"_monsterinsights_sitenote_active":false,"_monsterinsights_sitenote_note":"","_monsterinsights_sitenote_category":0,"footnotes":""},"categories":[313,312,237],"tags":[903,1065,1066,1068,892,893,885,1061,1059,1044,1051,1063,1046,913,1069,896,916,912,897,886,887,1060,895,880,911,884,1053,891,1047,881,883,910,902,1045,1043,894,1050,1049,919,905,923,1058,899,1052,1064,909,1056,1057,906,920,904,924,898,1055,1048,890,918,915,922,907,1054,901,1067,889,888,1062,917,908,914,921,457,1446,1444,459,460,1442,1443,461,462,471,539,540,541,1445],"class_list":["post-11494","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-deep-excavations","category-deep-foundations","category-general","tag-anchor-en","tag-anchoragewall-en","tag-ankrajduvar-en","tag-baglanticubugu-en","tag-berlinduvari-en","tag-berlinerwall-en","tag-boredpile-en","tag-borukazik-en","tag-cakmakazik-en","tag-civilengineering-en","tag-column-en","tag-combiwall-en","tag-construction-en","tag-deepexcavation-en","tag-deepfoundation-en","tag-deepsoilmixing-en","tag-denizisleri-en","tag-derinkazi-en","tag-derinzeminkaristirma-en","tag-diaphragmwall-en","tag-diyaframduvar-en","tag-drivenpile-en","tag-dsm-en","tag-enka-en","tag-excavation-en","tag-forekazik-en","tag-foundationpile-en","tag-gecirimsizduvar-en","tag-geotechnicalengineering-en","tag-geotechnics-en","tag-geoteknikmuhendisligi-en","tag-hafriyat-en","tag-iksakazigi-en","tag-insaat-en","tag-insaatmuhendisligi-en","tag-jetgrout-en","tag-jetgroutcolumn-en","tag-jetgroutkolonu-en","tag-kaya-en","tag-kayabulonu-en","tag-kayamekanigi-en","tag-kazik-en","tag-kesisenkazik-en","tag-kolon-en","tag-kombiduvar-en","tag-palplans-en","tag-pile-en","tag-piling-en","tag-puskurtmebeton-en","tag-rock-en","tag-rockbolt-en","tag-rockmechanics-en","tag-secantpile-en","tag-shoringpile-en","tag-slurryduvar-en","tag-slurrywall-en","tag-soil-en","tag-soilimprovement-en","tag-soilmechanics-en","tag-soilnail-en","tag-temelaltikazik-en","tag-temelkazigi-en","tag-tierod-en","tag-topdownkazik-en","tag-topdownpile-en","tag-tubularpile-en","tag-zemin-en","tag-zemincivisi-en","tag-zeminiyilestirme-en","tag-zeminmekanigi-en","tag-ankraj-en","tag-astm-d8169-en","tag-bi-directional-static-axial-compressive-load-en","tag-derintemeller-en","tag-geoteknik-en","tag-gost-5686-en","tag-k-cell-en","tag-kasktas-en","tag-kazi-en","tag-marineworks","tag-sbma-en","tag-sheetpile-en","tag-shotcrete-en","tag-static-axial-compressive-load-test-en"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/www.kasktas.com.tr\/en\/wp-json\/wp\/v2\/posts\/11494","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.kasktas.com.tr\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.kasktas.com.tr\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.kasktas.com.tr\/en\/wp-json\/wp\/v2\/users\/16"}],"replies":[{"embeddable":true,"href":"https:\/\/www.kasktas.com.tr\/en\/wp-json\/wp\/v2\/comments?post=11494"}],"version-history":[{"count":0,"href":"https:\/\/www.kasktas.com.tr\/en\/wp-json\/wp\/v2\/posts\/11494\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.kasktas.com.tr\/en\/wp-json\/wp\/v2\/media\/11480"}],"wp:attachment":[{"href":"https:\/\/www.kasktas.com.tr\/en\/wp-json\/wp\/v2\/media?parent=11494"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.kasktas.com.tr\/en\/wp-json\/wp\/v2\/categories?post=11494"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.kasktas.com.tr\/en\/wp-json\/wp\/v2\/tags?post=11494"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}