{"id":12913,"date":"2024-09-11T08:23:12","date_gmt":"2024-09-11T08:23:12","guid":{"rendered":"https:\/\/blog.geostru.eu\/rilevati-stradali-e-ferroviari-le-novita-introdotte-in-geostru-loadcap\/"},"modified":"2024-10-11T08:58:32","modified_gmt":"2024-10-11T08:58:32","slug":"drumuri-si-cai-ferate-supravegheate-introduse-in-geostru-loadcap","status":"publish","type":"post","link":"https:\/\/blog.geostru.eu\/ro\/drumuri-si-cai-ferate-supravegheate-introduse-in-geostru-loadcap\/","title":{"rendered":"Terasamente rutiere \u0219i feroviare: noi caracteristici introduse \u00een GeoStru Loadcap"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>[vc_row][vc_column][vc_column_text]Proiectarea lucr\u0103rilor de terasamente, adic\u0103 a structurilor construite din p\u0103m\u00e2nt liber, are ca obiectiv principal realizarea unor construc\u021bii care s\u0103 r\u0103m\u00e2n\u0103 stabile \u00een timp, garant\u00e2nd marje de siguran\u021b\u0103 adecvate. Performan\u021bele necesare variaz\u0103 \u00een func\u021bie de tipul de lucrare: de exemplu, pentru un baraj de p\u0103m\u00e2nt sau un dig fluvial este esen\u021bial s\u0103 se asigure impermeabilitatea hidraulic\u0103, \u00een timp ce pentru digurile rutiere sau feroviare este necesar s\u0103 se garanteze un pasaj sigur.<br \/>\n\u00cen general, \u00een construc\u021bia terasamentelor rutiere, se prefer\u0103 utilizarea materialelor care posed\u0103 \u00een mod natural caracteristici adecvate. Pe de alt\u0103 parte, nu se iau \u00een considerare materialele care nu sunt conforme \u00een mod natural, dar care ar putea fi f\u0103cute adecvate prin tratamente cu aditivi. \u00cen prezent, reglement\u0103rile privind proiectarea \u0219i construc\u021bia digurilor prescriu utilizarea materialelor care \u00eendeplinesc cerin\u021be naturale specifice, f\u0103r\u0103 a lua \u00een considerare modific\u0103rile mecanice care pot fi ob\u021binute prin prelucrare sau tratament. Acest lucru reprezint\u0103 o provocare, deoarece este adesea complex s\u0103 se g\u0103seasc\u0103 soluri selectate, de calitate, pentru construc\u021bia de diguri, ceea ce face necesar\u0103 optimizarea pe c\u00e2t posibil a mi\u0219c\u0103rii p\u0103m\u00e2ntului.<\/p>\n<p>Mi\u0219carea p\u0103m\u00e2ntului se refer\u0103 la transportul materialelor de la carier\u0103 la \u0219antierul unde vor fi utilizate. Pentru a reduce costurile asociate cu aceste opera\u021biuni, reglement\u0103rile evolueaz\u0103 treptat pentru a permite utilizarea materialelor neconforme, care anterior erau considerate de\u0219euri. Aceste materiale, dup\u0103 ce sunt tratate cu aditivi \u0219i supuse la compactare, \u00ee\u0219i pot \u00eembun\u0103t\u0103\u021bi propriet\u0103\u021bile mecanice \u0219i devin adecvate pentru utilizarea \u00een terasamentele rutiere.[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3><strong>Caracteristici geometrice<\/strong><\/h3>\n<p>Figura prezint\u0103 o sec\u021biune transversal\u0103 schematic\u0103 a unui terasament standard[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=&#8221;12829&#8243; img_size=&#8221;full&#8221; alignment=&#8221;center&#8221; onclick=&#8221;link_image&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]Un rambleu rutier const\u0103 din urm\u0103toarele elemente structurale:<\/p>\n<ul>\n<li>Plan de funda\u021bie;<\/li>\n<li>Corpul terasamentului (miezul central);<\/li>\n<li>Substratul drumului;<\/li>\n<li>Suprastructura sau pavajul.<\/li>\n<\/ul>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3><strong>Stabilitate \u0219i tasare<\/strong><\/h3>\n<p>Stabilitatea digurilor, ca \u0219i \u00een cazul altor lucr\u0103ri de terasament, este str\u00e2ns legat\u0103 de interac\u021biunea cu solul de fundare. Sarcinile transmise de la terasament la sol pot ajunge la c\u00e2teva zeci de tone pe metru p\u0103trat, afect\u00e2nd chiar \u0219i straturile foarte ad\u00e2nci de sol. Dac\u0103 suprafa\u021ba de pozare este \u00eenclinat\u0103, riscul de alunecare poate cre\u0219te. Pe soluri cu propriet\u0103\u021bi mecanice bune (de exemplu, roci sau soluri granulare cimentate), stabilitatea terasamentului depinde \u00een principal de structura sa. Cu toate acestea, dac\u0103 este construit pe soluri slabe, trebuie evaluat riscul de instabilitate \u0219i trebuie luate \u00een considerare posibilele ced\u0103ri, at\u00e2t imediate, c\u00e2t \u0219i \u00een timp, datorate comprim\u0103rii solului.<\/p>\n<p>Instabilitatea digurilor poate ap\u0103rea atunci c\u00e2nd solul de funda\u021bie are o rezisten\u021b\u0103 sc\u0103zut\u0103. A\u0219a-numita \u201esarcin\u0103 limit\u0103\u201d este punctul dincolo de care solul nu mai poate sus\u021bine greutatea terasamentului, provoc\u00e2nd o cedare general\u0103, caracterizat\u0103 printr-o suprafa\u021b\u0103 de alunecare \u00een sol care cedeaz\u0103 sub greutatea terasamentului. Stabilitatea este evaluat\u0103 prin metode geotehnice \u0219i necesit\u0103 un coeficient de siguran\u021b\u0103 stabilit de proiectant.[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=&#8221;12837&#8243; img_size=&#8221;full&#8221; alignment=&#8221;center&#8221; onclick=&#8221;link_image&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]P\u0103m\u00e2nturile argiloase saturate neconsolidate sunt deosebit de vulnerabile la fenomenele de alunecare, \u00een special \u00een primele etape ale construc\u021biei terasamentului, din cauza presiunilor interne care au nevoie de mult timp pentru a se disipa. \u00cen aceste cazuri, remediile comune includ reducerea \u00een\u0103l\u021bimii terasamentului, \u00eenmuierea pantelor sau construirea de contragreut\u0103\u021bi laterale.<\/p>\n<p>O alt\u0103 problem\u0103 este tasarea, care poate ap\u0103rea dup\u0103 construc\u021bia terasamentului din cauza compact\u0103rii materialului, a vibra\u021biilor cauzate de trafic \u0219i a tas\u0103rii solului de funda\u021bie. Factori precum compactarea necorespunz\u0103toare sau utilizarea de materiale neadecvate pot provoca deform\u0103ri excesive, compromi\u021b\u00e2nd structura rutier.<\/p>\n<p>Fenomenul de consolidare a solului de funda\u021bie poate determina apari\u021bia tas\u0103rii pe perioade variabile, de la c\u00e2teva luni la mul\u021bi ani, \u00een func\u021bie de caracteristicile p\u0103m\u00e2ntului \u0219i de \u00een\u0103l\u021bimea terasamentului. Atunci c\u00e2nd subsiden\u021ba nu este uniform\u0103, aceasta poate deteriora suprastructura drumului. \u00cen astfel de cazuri, este necesar:<\/p>\n<ul>\n<li>S\u0103 se analizeze cu aten\u021bie caracteristicile p\u0103m\u00e2ntului \u0219i s\u0103 se prevad\u0103 tas\u0103rile;<\/li>\n<li>s\u0103 se decid\u0103 dac\u0103 s\u0103 se accelereze tasarea pentru a stabiliza terasamentul sau s\u0103 se \u00eencerce reducerea acesteia.<\/li>\n<\/ul>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3><strong>Calcularea terasamentului<\/strong><\/h3>\n<p>\u00cencep\u00e2nd cu versiunea 2025 a GeoStru <a href=\"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/geotehnica-si-geologie\/capacitatea-portanta-si-tasari-fundatii\/\">Capacitatea portant\u0103 \u0219i tas\u0103ri \u2013 LoadCap<\/a>, este posibil\u0103 efectuarea tuturor verific\u0103rilor necesare pentru stabilitatea terasamentelor. Acestea includ:<\/p>\n<p><strong>Verific\u0103ri de siguran\u021b\u0103 cu privire la SLU (Stare Limit\u0103 Ultim\u0103):<\/strong><\/p>\n<ul>\n<li>Calculul capacit\u0103\u021bii portante<\/li>\n<li>Verificarea la strivire<\/li>\n<li>Verificarea la alunecare<\/li>\n<li>Verificarea stabilit\u0103\u021bii globale<\/li>\n<\/ul>\n<p><strong>Verific\u0103ri SLD, SLE (Stare Limit\u0103 de Deformare, Stare Limit\u0103 de Exploatare):<\/strong><\/p>\n<ul>\n<li>Calculul tas\u0103rilor elastice \u0219i edometrice (inclusiv din curba edometric\u0103) \u00een x, y, z<\/li>\n<li>Evolu\u021bia tas\u0103rilor \u00een timp<\/li>\n<\/ul>\n<p><strong>Interven\u021bii de consolidare:<\/strong><\/p>\n<ul>\n<li>Pilo\u021bi de pietri\u0219: recalcularea sarcinii limit\u0103 \u0219i a tas\u0103rilor<\/li>\n<li>Cobor\u00e2rea p\u00e2nzei freatice prin aplicarea pilo\u021bilor de pietri\u0219 (sistem de drenaj)<\/li>\n<\/ul>\n<p>Toate verific\u0103rile sunt efectuate conform <strong>NP 112-2014, SR EN 1997-1, SR EN 1997-2<\/strong><\/p>\n<p>Aplicarea terasamentelor rutiere \u00een GeoStru Loadcap face ca abordarea problemei interac\u021biunii terasament-sol s\u0103 fie complet diferit\u0103 de interac\u021biunea funda\u021bie-sol: rela\u021biile geotehnice utilizate pentru terasamente sunt create special pentru acest tip de problem\u0103.[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3><strong>Configurarea terasamentului<\/strong><\/h3>\n<p>Din meniul <strong>\u201eDate generale\u201d<\/strong>, a\u0219a cum am men\u021bionat, este posibil s\u0103 se ajung\u0103 la noul instrument:[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=&#8221;12920&#8243; img_size=&#8221;full&#8221; alignment=&#8221;center&#8221; onclick=&#8221;link_image&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]Dup\u0103 introducerea stratigrafiei terenului, de aici este posibil\u0103 dimensionarea terasamentului \u0219i, foarte important, eventual introducerea unor coloane de drenaj sub form\u0103 de pilo\u021bi de pietri\u0219 pentru a reduce sarcina hidraulic\u0103 \u0219i, astfel, a consolida mai rapid solul care formeaz\u0103 terasamentul nostru.<\/p>\n<p>De fapt, cele mai comune solu\u021bii pentru a face fa\u021b\u0103 tas\u0103rii includ:<\/p>\n<ul>\n<li><strong>Cre\u0219terea supra\u00eenc\u0103rc\u0103rii<\/strong>: construirea terasamentului la o \u00een\u0103l\u021bime mai mare dec\u00e2t cea necesar\u0103 \u0219i apoi reducerea acesteia dup\u0103 stabilizarea tas\u0103rii. Aceasta este o tehnic\u0103 ieftin\u0103, dar lent\u0103.<\/li>\n<li><strong>Sisteme de drenaj<\/strong>: instalarea de drenuri verticale sau orizontale pentru a facilita evacuarea apei din sol, reduc\u00e2nd timpul de consolidare. Drenurile verticale, realizate din pietri\u0219, sunt cele mai frecvent utilizate.<\/li>\n<\/ul>\n<p>Ca \u0219i <strong>propriet\u0103\u021bi<\/strong>, pot fi stabilite caracteristicile geotehnice ale terasamentului:<\/p>\n<ul>\n<li><strong>Descriere<\/strong>: o scurt\u0103 descriere liber\u0103 care identific\u0103 lucrarea \u0219i, al\u0103turi de aceasta, posibilitatea de a seta culoarea acesteia \u00een modelul de calcul;<\/li>\n<li><strong>Greutatea specific\u0103<\/strong> exprimat\u0103 \u00een KN\/m3;<\/li>\n<li><strong>Unghiul de frecare<\/strong> exprimat \u00een \u00b0;<\/li>\n<li><strong>Coeziune exprimat\u0103<\/strong> \u00een kPa.<\/li>\n<\/ul>\n<p>La sec\u021biunea \u201e <strong>Geometrie terasament <\/strong>\u201d este posibil s\u0103 se defineasc\u0103 <strong>lungimea longitudinal\u0103, baza superioar\u0103, inferioar\u0103 \u0219i \u00een\u0103l\u021bimea<\/strong>, toate exprimate \u00een m.<\/p>\n<p>Sub <strong>Profilul terenului \u0219i al stratului acvifer<\/strong> este posibil s\u0103 se indice \u00een m c\u00e2t de mult trebuie s\u0103 se extind\u0103 solul de sub terasament la st\u00e2nga \u0219i la dreapta terasamentului: <strong>EL<\/strong> \u0219i <strong>ER<\/strong>.<\/p>\n<p>Op\u021biunea <strong>Pilo\u021bi de pietri\u0219, activi<\/strong> v\u0103 permite s\u0103 activa\u021bi sau s\u0103 dezactiva\u021bi prezen\u021ba pilo\u021bilor de drenare. Prin selectarea acesteia, urm\u0103toarea sec\u021biune <strong>Pilo\u021bi din pietri\u0219<\/strong> va fi activat\u0103.<\/p>\n<p>\u00cen aceast\u0103 sec\u021biune, dac\u0103 este activ\u0103, ve\u021bi introduce \u0219i ve\u021bi seta to\u021bi parametrii care descriu pilo\u021bii de pietri\u0219 pentru efectul de drenaj, cum ar fi:<\/p>\n<ul>\n<li><strong>Diametrul \u0219i lungimea<\/strong> exprimate \u00een m;<\/li>\n<li><strong>Culoarea<\/strong> pilo\u021bilor care urmeaz\u0103 s\u0103 fie afi\u0219at\u0103 \u00een modelul de calcul;<\/li>\n<li><strong>Pozi\u021bia primului \u0219i ultimului pilot X<\/strong>: \u00een cele dou\u0103 casete de introducere, distan\u021ba, exprimat\u0103 \u00een m, la care trebuie s\u0103 fie pozi\u021bionat primul (celula din st\u00e2nga) \u0219i, respectiv, ultimul pilot (celula din dreapta) fa\u021b\u0103 de originea diagramei terasamentului (adic\u0103 de la extrema din st\u00e2nga jos de-a lungul axei X);<\/li>\n<li><strong>Pozi\u021bia Z a primului \u0219i a ultimului pilot<\/strong>: \u00een cele dou\u0103 casete de introducere, se introduce distan\u021ba, \u00een m, la care trebuie pozi\u021bionate primul (celula din st\u00e2nga) \u0219i, respectiv, ultimul pilot (celula din dreapta) \u00een raport cu originea diagramei terasamentului (deci din extrema inferioar\u0103 st\u00e2ng\u0103 de-a lungul axei Z normal\u0103 la ecranul PC);<\/li>\n<li><strong>distan\u021ba X,Z<\/strong>: dup\u0103 ce a fost definit\u0103 pozi\u021bia primului \u0219i a ultimului pilot de-a lungul direc\u021biilor X \u0219i Z \u0219i, prin urmare, dup\u0103 ce a fost creat\u0103 \u00eentinderea amprentei pilo\u021bilor, de aici este posibil s\u0103 se introduc\u0103 distan\u021ba dintre ace\u0219tia de-a lungul X (intrarea din st\u00e2nga) \u0219i Z (intrarea din dreapta) exprimat\u0103 \u00een m;<\/li>\n<li><strong>Modulul de elasticitate <\/strong>exprimat \u00een MPA \u00eentr-un interval de la 250 la 500;<\/li>\n<li><strong>Sarcina limit\u0103 a unui singur st\u00e2lp<\/strong>: exprimat\u0103 \u00een KN.<\/li>\n<\/ul>\n<p>La rubrica Nivel freatic se va specifica dac\u0103 aceasta este prezent\u0103 sau nu prin <strong>ad\u00e2ncimea p\u00e2nzei freatice <\/strong>exprimat\u0103 \u00een m, dac\u0103 este diferit\u0103 de 0 se va indica prezen\u021ba acesteia \u0219i se va activa op\u021biunea <strong>Calcularea cobor\u00e2rii p\u00e2nzei<\/strong> freatice: f\u0103c\u00e2nd clic cu mouse-ul, se va calcula sc\u0103derea pe care o va suferi p\u00e2nza freatic\u0103 \u00een func\u021bie \u0219i de ceilal\u021bi doi parametri care trebuie introdu\u0219i, cum ar fi <strong>debitul total extras<\/strong> \u00een m3\/s (\u00een cazul prezen\u021bei pu\u021burilor de extrac\u021bie) \u0219i <strong>permeabilitatea<\/strong> solului exprimat\u0103 \u00een m\/s \u00een intervalul 10<sup>-9<\/sup> &#8211; 10<sup>-2<\/sup>.<\/p>\n<p>Op\u021biunea <strong>\u201eCalcula\u021bi greutatea proprie \u0219i ad\u0103uga\u021bi-o la sarcina net\u0103\u201d<\/strong> v\u0103 permite s\u0103 lua\u021bi \u00een considerare \u00een calcule \u0219i greutatea proprie a terasamentului \u00een sine, pe l\u00e2ng\u0103 alte sarcini.[\/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-1bf72c8e998ba773940b4337b1d1233c.owl-carousel .owl-nav div {\n  width: 36px;\n  height: 36px;\n  border-radius: 500px;\n}\n.dt-arrow-border-on.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1bf72c8e998ba773940b4337b1d1233c.owl-carousel .owl-nav div:not(:hover):before {\n  border-width: 0px;\n}\n.dt-arrow-hover-border-on.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1bf72c8e998ba773940b4337b1d1233c.owl-carousel .owl-nav div:hover:after {\n  border-width: 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.rollover,\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1bf72c8e998ba773940b4337b1d1233c img,\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1bf72c8e998ba773940b4337b1d1233c .gallery-rollover {\n  border-radius: 0px;\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1bf72c8e998ba773940b4337b1d1233c.enable-bg-rollover .gallery-rollover {\n  background: -webkit-linear-gradient();\n  background: linear-gradient();\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1bf72c8e998ba773940b4337b1d1233c.enable-img-shadow .owl-stage-outer {\n  padding: 14px 0;\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1bf72c8e998ba773940b4337b1d1233c.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-1bf72c8e998ba773940b4337b1d1233c.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-1bf72c8e998ba773940b4337b1d1233c.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-1bf72c8e998ba773940b4337b1d1233c.gallery-shortcode .gallery-zoom-ico:before,\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-1bf72c8e998ba773940b4337b1d1233c.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-1bf72c8e998ba773940b4337b1d1233c 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=\"10\" 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=\"12882\" data-date=\"2024-09-10T14:07:39+00:00\" data-name=\"MP_1_800\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/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 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%20800%20433&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/MP_1_800.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/MP_1_800.png 800w\" loading=\"eager\" style=\"--ratio: 800 \/ 433\" sizes=\"(max-width: 800px) 100vw, 800px\" alt=\"\" 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=\"12886\" data-date=\"2024-09-10T14:07:49+00:00\" data-name=\"mp_2_800\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/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\/2024\/09\/mp_2_800.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/mp_2_800.png 800w\" loading=\"eager\" style=\"--ratio: 800 \/ 433\" sizes=\"(max-width: 800px) 100vw, 800px\" alt=\"\" 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=\"12890\" data-date=\"2024-09-10T14:07:51+00:00\" data-name=\"mp_3_800\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/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\/2024\/09\/mp_3_800.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/mp_3_800.png 800w\" loading=\"eager\" style=\"--ratio: 800 \/ 433\" sizes=\"(max-width: 800px) 100vw, 800px\" alt=\"\" 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_empty_space height=&#8221;35px&#8221;][\/vc_column][vc_column width=&#8221;1\/2&#8243;][vc_column_text]<a href=\"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/geotehnica-si-geologie\/piloti-si-micropiloti\/\"><strong>St\u00e2lpi \u0219i micropilo\u021bi de funda\u021bie MP<\/strong><\/a> este un software pentru calcularea capacit\u0103\u021bii portante a solului de funda\u021bie pentru un st\u00e2lp \u201etronconic, forat, elicoidal \u0219i <strong>elicoidal<\/strong> continuu\u201d sau un micropilo\u021bi grevat de orice distribu\u021bie a sarcinii (moment, tensiune normal\u0103 \u0219i forfecare); de asemenea, efectueaz\u0103 calculul structural prin dimensionarea arm\u0103turii longitudinale \u0219i a st\u00e2lpilor. Calcul de ridicare cu formule statice \u0219i dinamice. Flambaj cu Fleming 1992, Poulos \u0219i Davis 1968. Sarcina critic\u0103 la flambaj. Capacitatea portant\u0103 a grupului de pilo\u021bi.<\/p>\n<p>Cu MP pute\u021bi calcula sarcina limit\u0103 a pilo\u021bilor de pietri\u0219.[\/vc_column_text][vc_row_inner][vc_column_inner width=&#8221;1\/2&#8243;]<a href=\"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/geotehnica-si-geologie\/piloti-si-micropiloti\/\" 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;]<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-2\" rel=\"noopener\"><span>Manual de utilizare<\/span><\/a>[\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=&#8221;12924&#8243; img_size=&#8221;full&#8221; alignment=&#8221;center&#8221; onclick=&#8221;link_image&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3><strong>Calculul sarcinii limit\u0103<\/strong><\/h3>\n<p>Din meniul <strong>Calcul <\/strong>, f\u0103c\u00e2nd clic pe <strong>Sarcin<\/strong><strong>\u0103<\/strong><strong> limit\u0103 <\/strong>, se va deschide fereastra obi\u0219nuit\u0103 de calcul a sarcinii limit\u0103.<\/p>\n<p>Trebuie remarcat faptul c\u0103, \u00een cazul terasamentelor, sec\u021biunea privind sarcinile este diferit\u0103 de celelalte cazuri: de fapt, este necesar s\u0103 se indice doar <strong>presiunea normal\u0103 de proiectare<\/strong> \u00een kN\/m3 \u0219i tipul de sarcin\u0103 aplicat\u0103 \u00eentre starea limit\u0103 <strong>de proiectare<\/strong> sau de <strong>serviciu.<\/strong><\/p>\n<p>Rezultatele vor fi afi\u0219ate pentru fiecare autor \u0219i starea cea mai nefavorabil\u0103 va fi eviden\u021biat\u0103.[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column width=&#8221;1\/2&#8243;][vc_single_image image=&#8221;12928&#8243; img_size=&#8221;full&#8221; add_caption=&#8221;yes&#8221; alignment=&#8221;center&#8221; onclick=&#8221;link_image&#8221;][\/vc_column][vc_column width=&#8221;1\/2&#8243;][vc_single_image image=&#8221;12932&#8243; img_size=&#8221;full&#8221; add_caption=&#8221;yes&#8221; alignment=&#8221;center&#8221; onclick=&#8221;link_image&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3><strong>Calculul tas\u0103rilor<\/strong><\/h3>\n<p>Caracteristica special\u0103 a noii actualiz\u0103ri const\u0103, de asemenea, \u00een calculul tas\u0103rii terasamentului: de fapt, abordarea de calcul este <strong>tridimensional\u0103<\/strong>. Acest lucru poate fi verificat cu u\u0219urin\u021b\u0103 acces\u00e2nd <strong>Calcul<\/strong> \u0219i apoi <strong>Tas\u0103ri edometrice \u0219i Schmertmann.<\/strong><\/p>\n<p>\u00cen imaginea de mai jos, diagrama reprezint\u0103 vederea \u00een plan a schemei de calcul, unde partea galben\u0103 este zona ocupat\u0103 de terasament, iar \u00een alb este terenul r\u0103mas. F\u0103c\u00e2nd clic pe butonul st\u00e2ng al mouse-ului \u0219i men\u021bin\u00e2ndu-l ap\u0103sat, utilizatorul se poate deplasa planimetric, adic\u0103 de-a lungul X \u0219i de-a lungul Z, \u0219i poate vizualiza valoarea tas\u0103rii Wt (care ar reprezenta axa Y).<\/p>\n<p>Calculele de tas\u0103ri tridimensionale sunt, de asemenea, efectuate prin aplicarea de pilo\u021bi de pietri\u0219 ca drenaj[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=&#8221;12936&#8243; img_size=&#8221;full&#8221; alignment=&#8221;center&#8221; onclick=&#8221;link_image&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3>Analiza stabilit\u0103\u021bii globale a terasamentelor cu Slope \u0219i exportul geometriei pentru a fi importat\u0103 \u00een GFAS<\/h3>\n<p>Este de asemenea foarte important\u0103 interoperabilitatea cu celelalte programe GeoStru.<\/p>\n<p>\u00cen meniul Output se g\u0103se\u0219te instrumentul dedicat \u201e<strong>Export\u0103 Slope<\/strong>\u201c: odat\u0103 ap\u0103sat, va fi generat un fi\u0219ier cu extensia \u201eLoadcapToSlope\u201c, care, dup\u0103 ce este salvat, poate fi deschis cu modulul Slope\/Loadcap pentru a efectua analiza stabilit\u0103\u021bii globale.<\/p>\n<p>\u00cen mod similar, interoperabilitatea datelor dintre Loadcap \u0219i <a href=\"https:\/\/blog.geostru.eu\/rilevati-stradali-e-ferroviari-le-novita-introdotte-in-geostru-loadcap\/\">Analiza elementelor finite \u00een geotehnic\u0103 \u2013 GFAS<\/a>, pentru analiza terasamentului prin elemente finite, inclusiv analiza pe etape constructive, permite generarea unui fi\u0219ier \u00een format *txt, care con\u021bine geometria ce urmeaz\u0103 s\u0103 fie importat\u0103, a\u0219a cum a fost men\u021bionat, \u00een GFAS.[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column width=&#8221;1\/2&#8243;][vc_single_image image=&#8221;12940&#8243; img_size=&#8221;full&#8221; add_caption=&#8221;yes&#8221; alignment=&#8221;center&#8221; onclick=&#8221;link_image&#8221;][\/vc_column][vc_column width=&#8221;1\/2&#8243;][vc_single_image image=&#8221;13024&#8243; img_size=&#8221;full&#8221; add_caption=&#8221;yes&#8221; alignment=&#8221;center&#8221; onclick=&#8221;link_image&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3><strong>Vizualizare 3D<\/strong><\/h3>\n<p style=\"text-align: justify\">Diagrama terasamentului, cu eventualele drenuri, poate fi vizualizat\u0103 tridimensional<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=&#8221;12944&#8243; img_size=&#8221;full&#8221; alignment=&#8221;center&#8221; onclick=&#8221;link_image&#8221;][\/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\" 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transform: translateX(-50%);\n    margin-left: 0px;\n  }\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3 .owl-dot {\n  width: 10px;\n  height: 10px;\n  margin: 0 8px;\n}\n@media screen and (max-width: 778px) {\n  .gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3.hide-arrows .owl-nav a {\n    display: none;\n  }\n}\n@media screen and (max-width: 778px) {\n  .gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3.reposition-arrows .owl-nav .owl-prev {\n    top: 50%;\n    transform: translateY(calc(-50% + 0px));\n    left: 10px;\n  }\n  .gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3.reposition-arrows .owl-nav .owl-next {\n    top: 50%;\n    transform: translateY(calc(-50% + 0px));\n    right: 10px;\n  }\n}\n@media screen and (max-width: 778px) and all and (-ms-high-contrast: none) {\n  .gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3.reposition-arrows .owl-nav .owl-prev {\n    transform: translateY(-50%);\n    margin-top: 0px;\n  }\n}\n@media screen and (max-width: 778px) and all and (-ms-high-contrast: none) {\n  .gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3.reposition-arrows .owl-nav .owl-next {\n    transform: translateY(-50%);\n    margin-top: 0px;\n  }\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3 figure,\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3 .rollover,\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3 img,\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3 .gallery-rollover {\n  border-radius: 0px;\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3.enable-bg-rollover .gallery-rollover {\n  background: -webkit-linear-gradient();\n  background: linear-gradient();\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3.enable-img-shadow .owl-stage-outer {\n  padding: 14px 0;\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3.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-e920d4670a2e523f8156b4b4461e70a3.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-e920d4670a2e523f8156b4b4461e70a3.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-e920d4670a2e523f8156b4b4461e70a3.gallery-shortcode .gallery-zoom-ico:before,\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-e920d4670a2e523f8156b4b4461e70a3.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-e920d4670a2e523f8156b4b4461e70a3 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=\"10\" 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=\"13017\" data-date=\"2024-10-10T13:21:21+00:00\" data-name=\"CEDIMENTI_3d-\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/CEDIMENTI_3d-.png\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1918\" data-large_image_height=\"1041\" data-dt-img-description=\"\" title=\"CEDIMENTI_3d-\"><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%201918%201041&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/CEDIMENTI_3d-.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/CEDIMENTI_3d-.png 1918w\" loading=\"eager\" style=\"--ratio: 1918 \/ 1041\" sizes=\"(max-width: 1918px) 100vw, 1918px\" alt=\"embankments settlements loadcap geostru\" width=\"1918\" height=\"1041\"  \/><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=\"13013\" data-date=\"2024-10-10T13:21:18+00:00\" data-name=\"loadcap-3d\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/loadcap-3d.png\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1917\" data-large_image_height=\"1039\" data-dt-img-description=\"\" title=\"loadcap-3d\"><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%201917%201039&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/loadcap-3d.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/loadcap-3d.png 1917w\" loading=\"eager\" style=\"--ratio: 1917 \/ 1039\" sizes=\"(max-width: 1917px) 100vw, 1917px\" alt=\"embankments settlements loadcap geostru\" width=\"1917\" height=\"1039\"  \/><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=\"13009\" data-date=\"2024-10-10T13:21:14+00:00\" data-name=\"Loadcap-mesh-geostru\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/Loadcap-mesh-geostru.gif\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1920\" data-large_image_height=\"1031\" data-dt-img-description=\"\" title=\"Loadcap-mesh-geostru\"><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%201920%201031&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/Loadcap-mesh-geostru.gif\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/Loadcap-mesh-geostru.gif 1920w\" loading=\"eager\" style=\"--ratio: 1920 \/ 1031\" sizes=\"(max-width: 1920px) 100vw, 1920px\" alt=\"embankments settlements loadcap geostru\" width=\"1920\" height=\"1031\"  \/><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=\"13005\" data-date=\"2024-10-10T13:21:09+00:00\" data-name=\"loadcap-bulbs\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/loadcap-bulbs.png\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1919\" data-large_image_height=\"1040\" data-dt-img-description=\"\" title=\"loadcap-bulbs\"><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%201919%201040&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/loadcap-bulbs.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/loadcap-bulbs.png 1919w\" loading=\"eager\" style=\"--ratio: 1919 \/ 1040\" sizes=\"(max-width: 1919px) 100vw, 1919px\" alt=\"embankments settlements loadcap geostru\" width=\"1919\" height=\"1040\"  \/><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=\"12999\" data-date=\"2024-10-10T13:12:15+00:00\" data-name=\"3d-loadcap-rilevati-geostru EN\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/10\/3d-loadcap-rilevati-geostru-EN.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1914\" data-large_image_height=\"969\" data-dt-img-description=\"\" title=\"3d-loadcap-rilevati-geostru EN\"><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%201914%20969&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/10\/3d-loadcap-rilevati-geostru-EN.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/10\/3d-loadcap-rilevati-geostru-EN.jpg 1914w\" loading=\"eager\" style=\"--ratio: 1914 \/ 969\" sizes=\"(max-width: 1914px) 100vw, 1914px\" alt=\"embankments settlements loadcap geostru\" width=\"1914\" height=\"969\"  \/><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=\"12991\" data-date=\"2024-10-10T12:54:23+00:00\" data-name=\"cedimenti rilevati loadcap EN\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/10\/cedimenti-rilevati-loadcap-EN.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1917\" data-large_image_height=\"929\" data-dt-img-description=\"\" title=\"cedimenti rilevati loadcap EN\"><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%201917%20929&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/10\/cedimenti-rilevati-loadcap-EN.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/10\/cedimenti-rilevati-loadcap-EN.jpg 1917w\" loading=\"eager\" style=\"--ratio: 1917 \/ 929\" sizes=\"(max-width: 1917px) 100vw, 1917px\" alt=\"embankments settlements loadcap geostru\" width=\"1917\" height=\"929\"  \/><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=\"12959\" data-date=\"2024-09-26T08:09:44+00:00\" data-name=\"rilevati loadcap gfas geostru\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/rilevati-loadcap-gfas-geostru.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1829\" data-large_image_height=\"783\" data-dt-img-description=\"\" title=\"rilevati loadcap gfas geostru\"><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%201829%20783&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/rilevati-loadcap-gfas-geostru.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/09\/rilevati-loadcap-gfas-geostru.jpg 1829w\" loading=\"eager\" style=\"--ratio: 1829 \/ 783\" sizes=\"(max-width: 1829px) 100vw, 1829px\" alt=\"embankments settlements loadcap geostru\" width=\"1829\" height=\"783\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><\/div>[vc_empty_space height=&#8221;35px&#8221;][\/vc_column][vc_column width=&#8221;1\/2&#8243;][vc_column_text]<strong>Loadcap<\/strong> este un software pentru \u00eentocmirea de rapoarte geotehnice profesionale. Acesta permite calcularea <strong>capacit\u0103\u021bii portante<\/strong> \u0219i <strong>a tas\u0103rii<\/strong> funda\u021biilor \u00een soluri libere \u0219i st\u00e2ncoase \u00een conformitate cu metodele lui: <strong>Terzaghi<\/strong> (1955), <strong>Meyerhof<\/strong> (1963), <strong>Hansen<\/strong> (1970), <strong>Vesic<\/strong> (1975), <strong>Brinch-Hansen<\/strong> (1970), <strong>Richards et al.<\/strong> (1993) \u0219i <strong>Meyerhof \u0219i Hanna<\/strong> (1978) \u0219i multe altele.<\/p>\n<p><strong>\u00cencep\u00e2nd cu versiunea 2025, LoadCap<\/strong> realizeaz\u0103 proiectarea de terasamente rutiere \u0219i feroviare. Verific\u0103rile efectuate includ: Capacitate portant\u0103, Cedare (3D), Cedare \u00een timp, Consolidare cu pilo\u021bi de pietri\u0219 \u0219i Drenaj[\/vc_column_text][vc_row_inner][vc_column_inner width=&#8221;1\/2&#8243;]<a href=\"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/geotehnica-si-geologie\/capacitatea-portanta-si-tasari-fundatii\/\" 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>Mai multe informa\u021bii<\/span><\/a>[\/vc_column_inner][vc_column_inner width=&#8221;1\/2&#8243;]<a href=\"https:\/\/help.geostru.eu\/loadcap\/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-4\" rel=\"noopener\"><span>Manual de utilizare<\/span><\/a>[\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row][vc_row][vc_column][vc_video link=&#8221;https:\/\/youtu.be\/uPrTCR20obc?si=CDO6m_tu-J10Rfte&#8221; align=&#8221;center&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h2>A\u021bi putea fi interesat \u0219i de<\/h2>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_basic_grid post_type=&#8221;post&#8221; max_items=&#8221;10&#8243; grid_id=&#8221;vc_gid:1728636327241-569f4457-a415-4&#8243; taxonomies=&#8221;1790, 1788, 1791&#8243;][\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>[vc_row][vc_column][vc_column_text]Proiectarea lucr\u0103rilor de terasamente, adic\u0103 a structurilor construite din p\u0103m\u00e2nt liber, are ca obiectiv principal realizarea unor construc\u021bii care s\u0103 r\u0103m\u00e2n\u0103 stabile \u00een timp, garant\u00e2nd marje de siguran\u021b\u0103 adecvate. Performan\u021bele necesare variaz\u0103 \u00een func\u021bie de tipul de lucrare: de exemplu, pentru un baraj de p\u0103m\u00e2nt sau un dig fluvial este esen\u021bial s\u0103 se asigure impermeabilitatea&hellip;<\/p>\n","protected":false},"author":16658,"featured_media":12870,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1595,1596,1443,1970,1926],"tags":[2444,1623,1622,2073,2437,2438,2445,2443],"class_list":["post-12913","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-geologie","category-ingegneria-2-ro","category-articoli-geotecnica-ro","category-proiectare","category-tutorial-ro","tag-capacitatea-portanta","tag-geologie","tag-geotehnica","tag-inginerie","tag-loadcap-ro","tag-mp-ro","tag-tasari","tag-terasamente","category-1595","category-1596","category-1443","category-1970","category-1926","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>Terasamente rutiere \u0219i feroviare: noi caracteristici introduse \u00een GeoStru Loadcap - Geostru Blog<\/title>\n<meta name=\"description\" content=\"\u00cencep\u00e2nd cu versiunea 2025, LoadCap realizeaz\u0103 proiectarea terasamentelor rutiere \u0219i feroviare. 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