{"id":10322,"date":"2023-03-28T08:05:19","date_gmt":"2023-03-28T08:05:19","guid":{"rendered":"https:\/\/blog.geostru.eu\/?p=10322"},"modified":"2023-04-07T11:22:21","modified_gmt":"2023-04-07T11:22:21","slug":"priebe-1995-reducerea-riscului-de-lichefiere","status":"publish","type":"post","link":"https:\/\/blog.geostru.eu\/ro\/priebe-1995-reducerea-riscului-de-lichefiere\/","title":{"rendered":"Priebe 1995: reducerea riscului de lichefiere"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>[vc_row][vc_column][vc_column_text]<\/p>\n<p style=\"text-align: justify\">Reducerea riscului de lichefiere &#8211; Coloane de pietri\u0219 vibrocompactat, Priebe 1995. \u00cen ultimii ani, mai ales sub impulsul celor mai recente prevederi de reglementare introduse pentru construc\u021biile \u00een zonele seismice at\u00e2t la nivel na\u021bional, c\u00e2t \u0219i european, \u00een Italia s-a dezvoltat un interes tot mai mare fa\u021b\u0103 de efectele induse de lichefierea seismic\u0103 asupra construc\u021biei \u0219i, \u00een consecin\u021b\u0103, s-au \u00eenmul\u021bit studiile \u0219i cercet\u0103rile care vizeaz\u0103 zonarea teritoriului \u00een ceea ce prive\u0219te pericolul de lichefiere, \u00een special la scar\u0103 larg\u0103, la nivel de municipiu sau jude\u021b sau chiar la sc\u0103ri mai mari. Metodele utilizate \u00een mod tradi\u021bional la acest nivel de detaliere (analiza de prim nivel), prezint\u0103 \u00een mod evident unele limite legate de natura semiempiric\u0103 a metodei \u0219i de faptul c\u0103 neglijeaz\u0103 sau simplific\u0103 excesiv ac\u021biunea seismic\u0103, dar sunt totu\u0219i foarte utile pentru a identifica zonele de interes asupra c\u0103rora s\u0103 se efectueze analize la o scar\u0103 mai detaliat\u0103.<\/p>\n<p style=\"text-align: justify\">&#8222;&#8230; dac\u0103 terenul este susceptibil la lichefiere \u0219i efectele care decurg de aici par s\u0103 afecteze condi\u021biile de stabilitate a versan\u021bilor sau a cl\u0103dirilor, este necesar\u0103 consolidarea terenului \u0219i\/sau s\u0103 se transfere sarcina c\u0103tre straturi de sol care nu sunt susceptibile la lichefiere &#8230;&#8221;.<\/p>\n<p style=\"text-align: justify\"><strong>Coloanele de pietri\u0219<\/strong> se num\u0103r\u0103 printre solu\u021biile posibile permise de reglement\u0103ri pentru a atenua riscul de lichefiere. Cu toate acestea, \u00een cazul utiliz\u0103rii pilo\u021bilor de fundare, este necesar\u0103 o evaluare a reducerii capacit\u0103\u021bii portante \u0219i a cre\u0219terilor de solicit\u0103ri induse \u00een pilo\u021bi&#8230;&#8221;<\/p>\n<p style=\"text-align: justify\">\u00cen general, eficacitatea coloanelor de pietri\u0219 \u00een atenuarea riscului de lichefiere se datoreaz\u0103 a trei factori: compactarea, drenajul \u0219i rezisten\u021ba sporit\u0103 la forfecare.<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row bg_type=&#8221;bg_color&#8221; bg_color_value=&#8221;#f7f7f7&#8243;][vc_column width=&#8221;1\/2&#8243;]<style type=\"text\/css\" data-type=\"the7_shortcodes-inline-css\">.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1f1fd1c180ec97bb7574855fab35cf01.owl-carousel .owl-nav div {\n  width: 36px;\n  height: 36px;\n  border-radius: 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0;\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1f1fd1c180ec97bb7574855fab35cf01.enable-bg-rollover.hover-scale figure .rollover:after {\n  background: -webkit-linear-gradient();\n  background: linear-gradient();\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1f1fd1c180ec97bb7574855fab35cf01.gallery-shortcode .gallery-zoom-ico {\n  width: 44px;\n  height: 44px;\n  line-height: 44px;\n  border-radius: 100px;\n  margin: -22px 0 0 -22px;\n  border-width: 0px;\n}\n.dt-icon-bg-on.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1f1fd1c180ec97bb7574855fab35cf01.gallery-shortcode .gallery-zoom-ico {\n  background: rgba(255,255,255,0.3);\n  box-shadow: none;\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1f1fd1c180ec97bb7574855fab35cf01.gallery-shortcode .gallery-zoom-ico:before,\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1f1fd1c180ec97bb7574855fab35cf01.gallery-shortcode .gallery-zoom-ico span {\n  font-size: 32px;\n  line-height: 44px;\n  color: #ffffff;\n  background: none;\n}<\/style><div class=\"owl-carousel gallery-carousel-shortcode gallery-shortcode  dt-gallery-container dt-owl-carousel-call gallery-carousel-shortcode-id-1f1fd1c180ec97bb7574855fab35cf01 quick-scale-img enable-bg-rollover meta-info-off dt-arrow-border-on dt-arrow-hover-border-on bullets-small-dot-stroke reposition-arrows dt-icon-bg-off arrows-bg-on disable-arrows-hover-bg arrows-hover-bg-on  hover-fade \" data-scroll-mode=\"1\" data-col-num=\"1\" data-wide-col-num=\"1\" data-laptop-col=\"1\" data-h-tablet-columns-num=\"1\" data-v-tablet-columns-num=\"1\" data-phone-columns-num=\"1\" data-col-gap=\"20\" data-stage-padding=\"0\" data-speed=\"600\" data-autoplay=\"false\" data-autoplay_speed=\"6000\" data-arrows=\"true\" data-bullet=\"false\" data-next-icon=\"icon-ar-017-r\" data-prev-icon=\"icon-ar-017-l\" data-img-shadow-size=\"12px\" data-img-shadow-spread=\"3px\"><div data-post-id=\"10298\" data-date=\"2023-03-28T08:20:29+00:00\" data-name=\"liquiter priebe\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/liquiter-priebe.gif\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1920\" data-large_image_height=\"1029\" data-dt-img-description=\"\" title=\"liquiter priebe\"><img fetchpriority=\"high\" decoding=\"async\" class=\"preload-me owl-lazy-load aspect\" src=\"data:image\/svg+xml,%3Csvg%20xmlns%3D&#39;http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg&#39;%20viewBox%3D&#39;0%200%201920%201029&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/liquiter-priebe.gif\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/liquiter-priebe.gif 1920w\" loading=\"eager\" style=\"--ratio: 1920 \/ 1029\" sizes=\"(max-width: 1920px) 100vw, 1920px\" alt=\"priebe\" width=\"1920\" height=\"1029\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><\/div>[\/vc_column][vc_column width=&#8221;1\/2&#8243;][vc_column_text]<\/p>\n<h3 class=\"product_title entry-title\">Analiza lichefierii terenului \u2013 Liquiter<\/h3>\n<p style=\"text-align: justify\">Software-ul <a href=\"https:\/\/www.geostru.eu\/shop\/software-ro\/geotehnica-si-geologie\/lichefierea-terenului\/?lang=ro\" target=\"_blank\" rel=\"noopener\">Liquiter Geostru<\/a> permite proiectarea interven\u021biilor de atenuare a riscului de lichefiere cu pilo\u021bi de pietri\u0219 (Priebe 1998) \u0219i recalcularea tensiunilor induse de seism, a factorului de siguran\u021b\u0103 \u0219i a poten\u021bialului de lichefiere dup\u0103 interven\u021bie.<\/p>\n<p>[\/vc_column_text][vc_row_inner][vc_column_inner width=&#8221;1\/2&#8243;]<a href=\"https:\/\/www.geostru.eu\/shop\/software-ro\/geotehnica-si-geologie\/lichefierea-terenului\/?lang=ro\" class=\"btn-shortcode dt-btn-m dt-btn default-btn-color default-btn-hover-color default-btn-bg-color default-btn-bg-hover-color\" target=\"_blank\" id=\"dt-btn-1\" rel=\"noopener\"><span>Mai multe informa\u021bii<\/span><\/a>[\/vc_column_inner][vc_column_inner width=&#8221;1\/2&#8243;][\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<p style=\"text-align: justify\"><strong>CRE\u0218TEREA REZISTEN\u021aEI LA FORFECARE<\/strong><\/p>\n<p style=\"text-align: justify\">O metod\u0103 aproximativ\u0103 de evaluare a cre\u0219terii rezisten\u021bei la forfecare a fost elaborat\u0103 de Priebe (Priebe, 1995). \u00cembun\u0103t\u0103\u021birea caracteristicilor subsolului care rezult\u0103 din construirea unei coloane de pietri\u0219 este evaluat\u0103 pe baza ipotezei c\u0103, \u00een timpul inputului seismic, materialul din pietri\u0219 este supus ced\u0103rii la forfecare, \u00een timp ce marginea solului reac\u021bioneaz\u0103 elastic. Rezultatul \u00eembun\u0103t\u0103\u021birii este exprimat prin factorul n<sub>0<\/sub>, care poate fi ob\u021binut din urm\u0103toarele rela\u021bii:<br \/>\n<img loading=\"lazy\" decoding=\"async\" class=\"wp-image-10259 size-medium aligncenter\" src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/priebe-geostru-1-300x204.png\" alt=\"\" width=\"300\" height=\"204\" srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/priebe-geostru-1-300x204.png 300w, https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/priebe-geostru-1.png 611w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/p>\n<p style=\"text-align: justify\">Pentru evenimentele seismice de scurt\u0103 durat\u0103, \u00een care deforma\u021biile solului se produc \u00een condi\u021bii de volum constant, este mai realist s\u0103 se ia \u00een considerare o valoare a lui \u03bc<sub>s<\/sub> egal\u0103 cu 0,5 \u00een scopul calcul\u0103rii lui n<sub>0<\/sub>, ceea ce duce la o simplificare a rela\u021biilor propuse. Proced\u00e2nd astfel, este posibil s\u0103 se determine factorul de \u00eembun\u0103t\u0103\u021bire \u00een conformitate cu urm\u0103toarea rela\u021bie:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-10255 \" src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/priebe-geostru-2.png\" alt=\"\" width=\"409\" height=\"71\" srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/priebe-geostru-2.png 855w, https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/priebe-geostru-2-300x52.png 300w, https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/priebe-geostru-2-768x133.png 768w\" sizes=\"(max-width: 409px) 100vw, 409px\" \/><\/p>\n<p style=\"text-align: justify\">Unde Ac este aria sec\u021biunii a coloanei de consolidare, A este aria de influen\u021b\u0103 a fiec\u0103rei coloane de consolidare, K<sub>ac<\/sub> este coeficientul de \u00eempingere activ\u0103 a coloanelor \u0219i \u03c6c este unghiul de rezisten\u021b\u0103 la forfecare al pietri\u0219ului utilizat. Dup\u0103 ce s-a ob\u021binut factorul n<sub>0<\/sub>, se calculeaz\u0103 parametrul \u03b1. Acest parametru define\u0219te raportul dintre nivelul de tensiune r\u0103mas pe sol \u00eentre coloanele de consolidare \u0219i suprapresiunea total\u0103. Parametrul \u03b1 este inversul factorului de \u00eembun\u0103t\u0103\u021bire n<sub>0<\/sub> la care contribuie coloanele.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-10263 size-medium\" src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/geostru-priebe-alfa-e1680514855779-300x106.png\" alt=\"\" width=\"300\" height=\"106\" srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/geostru-priebe-alfa-e1680514855779-300x106.png 300w, https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/03\/geostru-priebe-alfa-e1680514855779.png 542w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/p>\n<p style=\"text-align: justify\">Este important de subliniat faptul c\u0103 tratarea a fost dezvoltat\u0103 pentru o zon\u0103 extins\u0103 la nesf\u00e2r\u0219it, adic\u0103 prin exploatarea conceptului de &#8222;celul\u0103 ideal\u0103&#8221;. \u00cen practica profesional\u0103, acest lucru implic\u0103 faptul c\u0103 interven\u021bia de \u00eembun\u0103t\u0103\u021bire nu va tinde s\u0103 se limiteze doar la amprenta funda\u021biei, ci va trebui s\u0103 fie extins\u0103 \u00een mod corespunz\u0103tor \u00een jurul structurii care trebuie protejat\u0103;<\/p>\n<p style=\"text-align: justify\">La proiectarea interven\u021biei de \u00eembun\u0103t\u0103\u021bire, pe l\u00e2ng\u0103 reevaluarea coeficientului de siguran\u021b\u0103 la lichefiere, trebuie verificat dac\u0103 coloanele de pietri\u0219 sunt capabile s\u0103 absoarb\u0103 solicit\u0103rile care ac\u021bioneaz\u0103 asupra coloanelor \u00eensele<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row bg_type=&#8221;bg_color&#8221; bg_color_value=&#8221;#f7f7f7&#8243;][vc_column width=&#8221;1\/2&#8243;]<style type=\"text\/css\" data-type=\"the7_shortcodes-inline-css\">.gallery-carousel-shortcode.gallery-carousel-shortcode-id-d3eb724f79e4ec5cf41f99595bae030f.owl-carousel .owl-nav div {\n  width: 36px;\n  height: 36px;\n  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data-date=\"2022-07-26T09:07:55+00:00\" data-name=\"MP_1_800\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2022\/07\/MP_1_800.png\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"800\" data-large_image_height=\"433\" data-dt-img-description=\"\" title=\"MP_1_800\"><img decoding=\"async\" class=\"preload-me owl-lazy-load aspect\" src=\"data:image\/svg+xml,%3Csvg%20xmlns%3D&#39;http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg&#39;%20viewBox%3D&#39;0%200%20800%20433&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2022\/07\/MP_1_800.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2022\/07\/MP_1_800.png 800w\" loading=\"eager\" style=\"--ratio: 800 \/ 433\" sizes=\"(max-width: 800px) 100vw, 800px\" alt=\"micropali mp 3\" width=\"800\" height=\"433\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><div data-post-id=\"8122\" data-date=\"2022-07-26T09:07:57+00:00\" data-name=\"mp_2_800\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2022\/07\/mp_2_800.png\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"800\" data-large_image_height=\"433\" data-dt-img-description=\"\" title=\"mp_2_800\"><img decoding=\"async\" class=\"preload-me owl-lazy-load aspect\" src=\"data:image\/svg+xml,%3Csvg%20xmlns%3D&#39;http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg&#39;%20viewBox%3D&#39;0%200%20800%20433&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2022\/07\/mp_2_800.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2022\/07\/mp_2_800.png 800w\" loading=\"eager\" style=\"--ratio: 800 \/ 433\" sizes=\"(max-width: 800px) 100vw, 800px\" alt=\"rockplane 3\" width=\"800\" height=\"433\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><div data-post-id=\"8126\" data-date=\"2022-07-26T09:08:00+00:00\" data-name=\"mp_3_800\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2022\/07\/mp_3_800.png\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"800\" data-large_image_height=\"433\" data-dt-img-description=\"\" title=\"mp_3_800\"><img decoding=\"async\" class=\"preload-me owl-lazy-load aspect\" src=\"data:image\/svg+xml,%3Csvg%20xmlns%3D&#39;http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg&#39;%20viewBox%3D&#39;0%200%20800%20433&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2022\/07\/mp_3_800.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2022\/07\/mp_3_800.png 800w\" loading=\"eager\" style=\"--ratio: 800 \/ 433\" sizes=\"(max-width: 800px) 100vw, 800px\" alt=\"rockplane 2\" width=\"800\" height=\"433\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><\/div>[\/vc_column][vc_column width=&#8221;1\/2&#8243;][vc_column_text]<\/p>\n<h3 class=\"product_title entry-title\">Pilo\u021bi \u0219i micropilo\u021bi-MP<\/h3>\n<p>Pentru capacitatea portant\u0103 \u0219i tasarea coloanelor de pietri\u0219, v\u0103 rug\u0103m s\u0103 consulta\u021bi software-ul <a href=\"https:\/\/www.geostru.eu\/shop\/software-ro\/geotehnica-si-geologie\/piloti-si-micropiloti\/?lang=ro\" target=\"_blank\" rel=\"noopener\">MP<\/a> (Piloti si micropiloti).<\/p>\n<p style=\"text-align: justify\"><strong>Pilo\u021bi \u0219i Micropilo\u021bi<\/strong> este un program pentru calcularea capacit\u0103\u021bii portante a terenului de fundare pentru un pilot sau micropilot ce sus\u021bine o oarecare combina\u021bie de sarcini (moment, for\u021ba normala, forfecare). Programul realizeaz\u0103, de asemenea, calculul structural dimension\u00e2nd armaturile.<\/p>\n<p>[\/vc_column_text][vc_row_inner][vc_column_inner width=&#8221;1\/2&#8243;]<a href=\"https:\/\/www.geostru.eu\/shop\/software-ro\/geotehnica-si-geologie\/piloti-si-micropiloti\/?lang=ro\" class=\"btn-shortcode dt-btn-m dt-btn default-btn-color default-btn-hover-color default-btn-bg-color default-btn-bg-hover-color\" target=\"_blank\" id=\"dt-btn-2\" rel=\"noopener\"><span>Mai multe informa\u021bii<\/span><\/a>[\/vc_column_inner][vc_column_inner width=&#8221;1\/2&#8243;]<a href=\"https:\/\/help.geostru.eu\/mp\/ro\/\" class=\"btn-shortcode dt-btn-m dt-btn default-btn-color default-btn-hover-color default-btn-bg-color default-btn-bg-hover-color\" target=\"_blank\" id=\"dt-btn-3\" rel=\"noopener\"><span>Manual utilizator<\/span><\/a>[\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>[vc_row][vc_column][vc_column_text] Reducerea riscului de lichefiere &#8211; Coloane de pietri\u0219 vibrocompactat, Priebe 1995. \u00cen ultimii ani, mai ales sub impulsul celor mai recente prevederi de reglementare introduse pentru construc\u021biile \u00een zonele seismice at\u00e2t la nivel na\u021bional, c\u00e2t \u0219i european, \u00een Italia s-a dezvoltat un interes tot mai mare fa\u021b\u0103 de efectele induse de lichefierea seismic\u0103 asupra&hellip;<\/p>\n","protected":false},"author":16658,"featured_media":10280,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"template-microsite.php","format":"standard","meta":{"footnotes":""},"categories":[2255,1595,1969,1998,1596,1443,821,2106,824,817],"tags":[1600,2256,2257,2258],"class_list":["post-10322","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-formare-ro","category-geologie","category-geotehnica-ro","category-incercari-in-situ","category-ingegneria-2-ro","category-articoli-geotecnica-ro","category-ingegneria-ro","category-normativa-ro","category-santiere","category-stiri","tag-liquefazione-ro","tag-mitigazione-rischio-liquefazione-ro","tag-pali-di-ghiaia-ro","tag-priebe-ro","category-2255","category-1595","category-1969","category-1998","category-1596","category-1443","category-821","category-2106","category-824","category-817","description-off"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v25.0 (Yoast SEO v25.0) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Priebe 1995: reducerea riscului de lichefiere - Geostru Blog<\/title>\n<meta name=\"description\" content=\"Cum se poate reduce riscul de lichefiere prin coloane de pietri\u0219 vibrocompactat, metoda Priebe 1995. 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