{"id":11481,"date":"2023-12-15T14:54:23","date_gmt":"2023-12-15T14:54:23","guid":{"rendered":"https:\/\/blog.geostru.eu\/?p=11481"},"modified":"2023-12-18T14:51:00","modified_gmt":"2023-12-18T14:51:00","slug":"lucrari-de-inginerie-naturalistica-pentru-stabilitatea-versantilor-paleti-vii-de-sustinere","status":"publish","type":"post","link":"https:\/\/blog.geostru.eu\/ro\/lucrari-de-inginerie-naturalistica-pentru-stabilitatea-versantilor-paleti-vii-de-sustinere\/","title":{"rendered":"Lucr\u0103ri de inginerie naturalistic\u0103 pentru stabilitatea versan\u021bilor: pale\u021bi vii de sus\u021binere"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>[vc_row][vc_column][vc_column_text]Dimensionarea preliminar\u0103 a lucr\u0103rilor de inginerie natural\u0103 este una dintre cele mai importante opera\u021biuni de efectuat \u00eenainte de proiectarea executiv\u0103 a lucr\u0103rilor, plas\u00e2ndu-se \u00een mod cert \u00eenaintea verific\u0103rilor tehnice \u0219i a dimension\u0103rilor finale ulterioare. A avea la dispozi\u021bie instrumente rapide \u0219i eficiente pentru a efectua primele verific\u0103ri \u0219i a evalua dac\u0103 tehnicile alese sunt sau nu capabile s\u0103 rezolve problemele \u00een discu\u021bie a fost \u00eentotdeauna un obiectiv pe care am aspirat s\u0103-l atingem..<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3>Pilotaj viu de sus\u021binere<\/h3>\n<ul>\n<li>Perete simplu<\/li>\n<li>Perete dublu<\/li>\n<\/ul>\n<p>La consolidarea versan\u021bilor aluneco\u0219i poate fi efectuat\u0103 cu piloni de lemn de larice, castan sau pin cu diametrul de 20\u00f730 cm, plasa\u021bi alternativ \u00een direc\u021bie longitudinal\u0103 (L = 3\u00f74 m) \u0219i \u00een direc\u021bie transversal\u0103 (L = 1,80\u00f72,50 m) pentru a forma o structur\u0103 din lemn.<\/p>\n<p style=\"text-align: justify\">Ace\u0219tia sunt fixa\u021bi \u00eentre ei cu cuie sau tije de fier o\u021belit cu diametrul de 12\u00f714 mm (chiar \u0219i cu aderen\u021b\u0103 \u00eembun\u0103t\u0103\u021bit\u0103) \u0219i lungime pu\u021bin sub cea a celor dou\u0103 trunchiuri suprapuse. Pilonul va fi \u00eengropat cu o \u00eenclinare de 10\u00b0\u00f715\u00b0 spre amonte, iar fa\u021bada frontal\u0103 va avea o \u00eenclinare final\u0103 de 60\u00b0 pentru a asigura cea mai bun\u0103 cre\u0219tere a plantelor.<\/p>\n<p style=\"text-align: justify\">O serie de grinzi pot consolida ulterior pilonul la baza pentru a contracara alunecarea \u00eenainte \u0219i for\u021ba de r\u0103sturnare; \u00eentreaga structur\u0103 va fi umplut\u0103 cu materiale inerte ob\u021binute din s\u0103p\u0103tur\u0103, iar \u00een spa\u021biile dintre tijele orizontale vor fi plasate buta\u0219i lemno\u0219i de specii adecvate reproducerii vegetative, precum \u0219i plante r\u0103d\u0103cinate de specii arbu\u0219ti pionieri care s\u0103 reziste \u00eenghesuirii. Ramurile \u0219i plantele trebuie s\u0103 ias\u0103 \u00een afar\u0103 cu 10\u00f725 cm de la pilon (minim 3\u00f75 muguri) \u0219i s\u0103 ajung\u0103 \u00een partea din spate p\u00e2n\u0103 la solul natural.<\/p>\n<p style=\"text-align: justify\">Pilonul nu poate avea o \u00een\u0103l\u021bime mai mare de 2\u00f72,5 m, deoarece capacitatea plantelor de consolidare se limiteaz\u0103 la 2\u00f73 m ad\u00e2ncime (raportul B\/H trebuie s\u0103 fie pruden\u021bial \u00een jurul unit\u0103\u021bii). Pentru fixare, este recomandat s\u0103 perfora\u021bi par\u021bial cele dou\u0103 trunchiuri de fixat, astfel \u00eenc\u00e2t s\u0103 ave\u021bi o prindere solid\u0103 f\u0103r\u0103 riscul de a provoca rupturi sau cr\u0103pare a lemnului. St\u00e2lpii trebuie pozi\u021biona\u021bi decalat fa\u021b\u0103 de planul inferior pentru a permite o distribu\u021bie corect\u0103 a greut\u0103\u021bilor \u0219i presiunilor (structur\u0103 reticular\u0103) \u00een favoarea stabilit\u0103\u021bii. Perioada de interven\u021bie corespunde odihnei vegetative.<\/p>\n<p style=\"text-align: justify\">Efectul consolidant al structurii din lemn, odat\u0103 ce a fost marcat\u0103, va fi \u00eenlocuit \u00een timp de dezvoltarea aparatului radicular. \u00cen cazul utiliz\u0103rii lemnului cu scoar\u021b\u0103 groas\u0103, aceasta trebuie \u00eendep\u0103rtat\u0103.<\/p>\n<ol>\n<li style=\"text-align: justify\"><strong>La perete simplu<\/strong>: o singur\u0103 r\u00e2ndur\u0103 orizontal\u0103 extern\u0103 de trunchiuri \u0219i elemente mai scurte perpendiculare la panta sunt ascu\u021bite \u0219i inserate \u00een panta \u00eens\u0103\u0219i. \u00cen\u0103l\u021bimea acestui tip de pilon este \u00een general modest\u0103 (1\u00f71,5 m).<\/li>\n<li style=\"text-align: justify\"><strong>La perete dublu<\/strong>: o r\u00e2ndul de trunchiuri longitudinale at\u00e2t la exterior, c\u00e2t \u0219i la interior. Pilonul poate fi realizat pentru tronsoane individuale nu mai \u00eenalte de 1,5\u00f72 m, deoarece capacitatea plantelor de consolidare se limiteaz\u0103 la 2-3 m ad\u00e2ncime.<\/li>\n<\/ol>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=&#8221;11494&#8243; img_size=&#8221;full&#8221; alignment=&#8221;center&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<p style=\"text-align: justify\"><strong>Dimensiunea lemnului \u0219i pozi\u021bionarea corect\u0103<\/strong><\/p>\n<ul style=\"text-align: justify\">\n<li>Se recomand\u0103 utilizarea de trunchiuri cu un diametru nu mai mic de 20 cm, pentru a evita ruperea lemnului \u00een zonele de \u00eembinare (g\u0103uri \u0219i fix\u0103ri &#8211; \u00een acest sens, consulta\u021bi capitolul dedicat \u00eembin\u0103rilor), \u0219i nu mai mare de 30\u00f735 cm, din cauza posibilelor dificult\u0103\u021bi de manipulare \u0219i a limitelor legale impuse pentru manipularea manual\u0103 a \u00eenc\u0103rc\u0103turilor;<\/li>\n<li>Pentru fiecare strat, at\u00e2t longitudinal, c\u00e2t \u0219i transversal, este necesar s\u0103 se utilizeze trunchiuri cu diametre aproximativ egale, astfel \u00eenc\u00e2t lucrarea s\u0103 fie uniform\u0103 la final. Utilizarea de trunchiuri conice provoac\u0103 probleme \u0219i necesit\u0103 reduceri sau inser\u021bia de cune; \u00eentotdeauna trebuie evaluat\u0103 oportunitatea de a elimina materialul foarte conic sau de a t\u0103ia partea respectiv\u0103;<\/li>\n<li>In cazul lemnului cu coaj\u0103 groas\u0103, este oportun ca lemnul s\u0103 fie decojit pentru a evita formarea unor distan\u021be \u0219i puncte de non-contact \u00eentre lemn \u00een punctele de contact, datorit\u0103 pierderii coajei prin descompunere;<\/li>\n<li>Corzile exterioare \u0219i interioare trebuie instalate astfel \u00eenc\u00e2t s\u0103 fie decalate, la fel cum corzile trebuie s\u0103 fie decalate pe diferite planuri; st\u00e2lpii trebuie, de asemenea, s\u0103 fie instala\u021bi \u00een mod decalat \u00een diferite planuri, pentru a ob\u021bine o distribu\u021bie optim\u0103 a greut\u0103\u021bilor \u0219i eventualelor presiuni;<\/li>\n<li>\u00cen figura urm\u0103toare sunt ilustrate dou\u0103 lucr\u0103ri caracterizate de aceea\u0219i \u00een\u0103l\u021bime (3,30 m), l\u0103\u021bime (7,50 m) \u0219i distan\u021b\u0103 \u00eentre trunchiurile longitudinale (1,50 m), dar eviden\u021biate de o dispunere diferit\u0103 a acestora: cea din st\u00e2nga este definit\u0103 ca o dispunere alternat\u0103, \u00een timp ce cealalt\u0103 este o dispunere continu\u0103;<\/li>\n<li>Dispunerea alternat\u0103 a trunchiurilor transversale montante, la aplicarea de \u00eenc\u0103rc\u0103turi egale, permite lucr\u0103rii deform\u0103ri orizontale \u0219i verticale \u00een mod mediu cu peste 35% mai mari dec\u00e2t \u00een cazul dispunerii continue. Av\u00e2nd \u00een vedere capacitatea mai mare de a se deforma \u00een cazul unor eventuale mi\u0219c\u0103ri ale terenului, acest tip de construc\u021bie este recomandat \u00een toate situa\u021biile caracterizate de versan\u021bi pu\u021bin stabili.<\/li>\n<li>Lucrarea va fi \u00eentotdeauna finalizat\u0103 cu o r\u00e2nd de grinzi pentru a con\u021bine c\u00e2t mai bine terenul de deasupra.;<\/li>\n<li>\n<div class=\"flex-1 overflow-hidden\">\n<div class=\"react-scroll-to-bottom--css-fbruf-79elbk h-full\">\n<div class=\"react-scroll-to-bottom--css-fbruf-1n7m0yu\">\n<div class=\"flex flex-col pb-9 text-sm\">\n<div class=\"w-full text-token-text-primary\" data-testid=\"conversation-turn-101\">\n<div class=\"px-4 py-2 justify-center text-base md:gap-6 m-auto\">\n<div class=\"flex flex-1 text-base mx-auto gap-3 md:px-5 lg:px-1 xl:px-5 md:max-w-3xl lg:max-w-[40rem] xl:max-w-[48rem] group final-completion\">\n<div class=\"relative flex w-full flex-col lg:w-[calc(100%-115px)] agent-turn\">\n<div class=\"flex-col gap-1 md:gap-3\">\n<div class=\"flex flex-grow flex-col max-w-full\">\n<div class=\"min-h-[20px] text-message flex flex-col items-start gap-3 whitespace-pre-wrap break-words [.text-message+&amp;]:mt-5 overflow-x-auto\" data-message-author-role=\"assistant\" data-message-id=\"6cf5632f-7b79-4214-85a3-7623f45f904a\">\n<div class=\"markdown prose w-full break-words dark:prose-invert light\">\n<p>Chiar \u0219i \u00een cazul paletei vii spondale cu un st\u00e2lp frontal, este recomandat s\u0103 se adauge montan\u021bi suplimentari \u0219i s\u0103 fie pozi\u021biona\u021bi \u00een mod dezasamblat.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<div class=\"w-full pt-2 md:pt-0 dark:border-white\/20 md:border-transparent md:dark:border-transparent md:w-[calc(100%-.5rem)]\">\n<div class=\"relative flex h-full flex-1 items-stretch md:flex-col\">\n<div class=\"flex w-full items-center\"><\/div>\n<\/div>\n<\/div>\n<\/li>\n<\/ul>\n<p style=\"text-align: justify\"><strong>Trunchiuri transversale<\/strong><\/p>\n<ul>\n<li style=\"text-align: justify\">Pentru ca lucrarea s\u0103-\u0219i \u00eendeplineasc\u0103 eficient func\u021bia de stabilizare, este posibil ca trunchiurile transversale (st\u00e2lpii) s\u0103 fie \u00eenfip\u021bi \u00een versant. Aceast\u0103 opera\u021bie este deosebit de util\u0103 \u00een cazul pilonilor vii spondali cu perete simplu sau dublu;<\/li>\n<li style=\"text-align: justify\">La finalizarea lucr\u0103rilor, trunchiurile transversale care ies \u00een afara fa\u021badei \u00een timpul construc\u021biei trebuie t\u0103iate urm\u00e2nd linia de \u00eenclinare.;<\/li>\n<li style=\"text-align: justify\">\u00cen cazul \u00een care lucrarea este folosit\u0103 ca baz\u0103 pentru funda\u021bia drumului, este recomandat ca ultimul r\u00e2nd de st\u00e2lpi s\u0103 aib\u0103 o densitate (distan\u021b\u0103) astfel \u00eenc\u00e2t s\u0103 nu se dep\u0103\u0219easc\u0103 m\u0103sura de patru ori diametrul st\u00e2lpului pentru a asigura capacitatea portant\u0103 a lucr\u0103rii \u00een sine.<\/li>\n<\/ul>\n<p style=\"text-align: justify\"><strong>Verific\u0103ri de stabilitate<\/strong><\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=&#8221;11489&#8243; img_size=&#8221;full&#8221; alignment=&#8221;center&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3>Evaluarea stabilit\u0103\u021bii generale a versantului<\/h3>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=&#8221;11423&#8243; img_size=&#8221;full&#8221; alignment=&#8221;center&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<p style=\"text-align: justify\">\u00cen practica dimension\u0103rii preliminare, se aplic\u0103 urm\u0103toarea regul\u0103 general\u0103, care trebuie verificat\u0103 \u00een fiecare caz:<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=&#8221;11427&#8243; img_size=&#8221;full&#8221; alignment=&#8221;center&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3 style=\"text-align: justify\">Calculul presiunii solului \u00een cazul lucr\u0103rilor de sus\u021binere.<\/h3>\n<p style=\"text-align: justify\"><strong>Opere ac\u021bion\u00e2nd asupra lucr\u0103rii<\/strong><\/p>\n<ul style=\"text-align: justify\">\n<li><strong>Greutatea proprie a lucr\u0103rii,<\/strong> u\u0219or de determinat dac\u0103 sunt cunoscute volumul construc\u021biei \u0219i greutatea unitar\u0103 a materialului.<\/li>\n<li><strong>Presiunea activ\u0103 a solului<\/strong>, care depinde de \u00een\u0103l\u021bimea pilonului viu de sus\u021binere \u0219i de caracteristicile terenului.;<\/li>\n<li><strong>Presiunea pasiv\u0103 a solului<\/strong> reprezint\u0103 rezisten\u021ba (for\u021ba stabilizatoare) a solului la presiunea exercitat\u0103 de structur\u0103, deoarece \u00eempiedic\u0103 r\u0103sturnarea \u0219i alunecarea de-a lungul planeului de a\u0219ezare a lucr\u0103rii (de obicei, este modest\u0103 \u00een compara\u021bie cu alte ac\u021biuni solicitante \u0219i, \u00een favoarea siguran\u021bei, se prefer\u0103 s\u0103 fie neglijat\u0103 \u00een calcule);<\/li>\n<li><strong>Orice sarcin\u0103 suplimentar\u0103,<\/strong> prezent\u0103 \u00een spatele lucr\u0103rii, este considerat\u0103 distribuit\u0103 uniform.<\/li>\n<li><strong>Solicit\u0103ri seismice<\/strong><\/li>\n<\/ul>\n<p style=\"text-align: justify\">Pentru determinarea presiunii active se poate adopta metoda echilibrului limit\u0103, care presupune c\u0103 suprafa\u021ba de rupere are \u00een general o form\u0103 cilindric\u0103, c\u0103 pe aceasta se mobilizeaz\u0103 \u00eentreaga rezisten\u021b\u0103 la t\u0103iere a terenului \u0219i c\u0103 pentru echilibrul corpului de presiune se iau \u00een considerare doar deplas\u0103rile de tip rigid.<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=&#8221;11435&#8243; img_size=&#8221;full&#8221; alignment=&#8221;center&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3><strong>Seism<\/strong><\/h3>\n<p style=\"text-align: justify\">Filozofia de proiectare a unei structuri \u00eentr-o zon\u0103 seismic\u0103, conform noii normative italiene (NTC), extinde ceea ce este prev\u0103zut \u00een mod conven\u021bional de <strong>Eurocodul 8<\/strong>, aleg\u00e2nd patru St\u0103ri Limit\u0103:<\/p>\n<ul>\n<li style=\"text-align: justify\"><strong>Dou\u0103 St\u0103ri Limit\u0103 Ultimi<\/strong>, lu\u00e2nd \u00een considerare evenimente seismice cu o probabilitate sc\u0103zut\u0103 de producere (\u0219i, implicit, cu un perioad\u0103 de recuren\u021b\u0103 mare): Starea Limit\u0103 de Salvaguardare a Vie\u021bii (SLV), pentru evenimentul cu probabilitatea de producere pe durata de referin\u021b\u0103 a vie\u021bii structurii (VR) de 10%, sau un Stare Limit\u0103 de Colaps (SLC), cu o probabilitate de producere de 5%. Pentru aceste evenimente, se accept\u0103 ca structura s\u0103 poat\u0103 suferi daune grave, inclusiv din punct de vedere structural, men\u021bin\u00e2nd totu\u0219i capacitatea de a suporta \u00eenc\u0103rc\u0103turile verticale f\u0103r\u0103 a colapsa. \u00cen cazul SLV, se solicit\u0103 structurii s\u0103 aib\u0103 \u0219i o capacitate rezidual\u0103 de a rezista la ac\u021biunile orizontale, adic\u0103 la replici seismice de intensitate mai mic\u0103, \u00een timp ce \u00een cazul SLC se cere doar capacitatea de a sus\u021bine \u00eenc\u0103rc\u0103turile verticale \u00een faza post-seismic\u0103, f\u0103r\u0103 rezerve suplimentare.<\/li>\n<li style=\"text-align: justify\">\u0218i <strong>dou\u0103 St\u0103ri Limit\u0103 de Exploatare<\/strong>, deci evenimente seismice cu o probabilitate mare de producere (perioad\u0103 de recuren\u021b\u0103 mic\u0103): un Stare Limit\u0103 de Daun\u0103 (SLD), pentru evenimentul cu o probabilitate de producere pe durata de referin\u021b\u0103 a vie\u021bii structurii (VR) de 63%, sau un Stare Limit\u0103 de Operabilitate (SLO), cu o probabilitate de producere de 81%. \u00cen cazul SLD, chiar dac\u0103 sufer\u0103 daune limitate, structura trebuie s\u0103 r\u0103m\u00e2n\u0103 utilizabil\u0103 dup\u0103 seism, \u0219i acest lucru este conven\u021bional verificat limit\u00e2nd deplas\u0103rile relative ale planeului (\u00een anumite cazuri, pentru structuri de importan\u021b\u0103 deosebit\u0103, poate fi necesar\u0103 \u0219i verificarea rezisten\u021bei elementelor), \u00een timp ce \u00een cazul SLO, structura trebuie s\u0103 r\u0103m\u00e2n\u0103 complet opera\u021bional\u0103, inclusiv \u00een ceea ce prive\u0219te instala\u021biile \u0219i echipamentele (verificarea se efectueaz\u0103 control\u00e2nd deplas\u0103rile \u0219i acceler\u0103rile suferite de echipamente).<\/li>\n<\/ul>\n<p>\u00cen efectuarea verific\u0103rii seismice, la calculul presiunii statice, a\u0219a cum a fost descris anterior, trebuie ad\u0103ugate 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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=\"11457\" data-date=\"2023-11-30T09:25:54+00:00\" data-name=\"GEOSTRU--MRE-ING-NATURALISTICA\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/GEOSTRU-MRE-ING-NATURALISTICA.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1914\" data-large_image_height=\"1021\" data-dt-img-description=\"\" title=\"GEOSTRU&#8211;MRE-ING-NATURALISTICA\"><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%201914%201021&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/GEOSTRU-MRE-ING-NATURALISTICA.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/GEOSTRU-MRE-ING-NATURALISTICA.jpg 1914w\" loading=\"eager\" style=\"--ratio: 1914 \/ 1021\" sizes=\"(max-width: 1914px) 100vw, 1914px\" alt=\"\" width=\"1914\" height=\"1021\"  \/><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=\"11461\" data-date=\"2023-11-30T09:26:31+00:00\" data-name=\"geostru-mre-naturalistic-engineering\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/geostru-mre-naturalistic-engineering.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1912\" data-large_image_height=\"1018\" data-dt-img-description=\"\" title=\"geostru-mre-naturalistic-engineering\"><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%201912%201018&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/geostru-mre-naturalistic-engineering.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/geostru-mre-naturalistic-engineering.jpg 1912w\" loading=\"eager\" style=\"--ratio: 1912 \/ 1018\" sizes=\"(max-width: 1912px) 100vw, 1912px\" alt=\"\" width=\"1912\" height=\"1018\"  \/><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=\"11465\" data-date=\"2023-11-30T09:26:42+00:00\" data-name=\"slope naturalistic engineering\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/slope-naturalistic-engineering.png\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1912\" data-large_image_height=\"1013\" data-dt-img-description=\"\" title=\"slope naturalistic engineering\"><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%201912%201013&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/slope-naturalistic-engineering.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/slope-naturalistic-engineering.png 1912w\" loading=\"eager\" style=\"--ratio: 1912 \/ 1013\" sizes=\"(max-width: 1912px) 100vw, 1912px\" alt=\"\" width=\"1912\" height=\"1013\"  \/><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]<strong>Terenuri consolidate \u0219i armate \u2013 MRE<\/strong><\/p>\n<p>MRE este modulul software al programului Stabilitatea taluzurilor &#8211; Slope utilizat pentru dimensionarea \u0219i verificarea TERENURILOR CONSOLIDATE cu: elemente metalice, geogrile, geosintetice, gabioane cu dubl\u0103 torsiune \u0219i piloni din lemn \u00een condi\u021bii statice \u0219i seismice. Programul permite o introducere facil\u0103 a datelor prin intermediul unor instrumente dedicate, cum ar fi generarea automat\u0103 a pozi\u021biei arm\u0103turilor, generarea profilului terenului consolidat cu op\u021biunea de alege utilizatorul \u00eentre un profil cu pant\u0103 constant\u0103 sau cu trepte.<\/p>\n<p>\u00cen software-ul <a href=\"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/geotehnica-si-geologie\/stabilitatea-taluzurilor-slope\/\" target=\"_blank\" rel=\"noopener\">Stabilitatea taluzurilor- Slope<\/a> au fost implementate \u00een MRE lucr\u0103ri de inginerie naturalistic\u0103: pale\u021bi \u00een dou\u0103 r\u00e2nduri.[\/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\/stabilitatea-taluzurilor-slope\/\" 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>Maggiori informazioni<\/span><\/a>[\/vc_column_inner][vc_column_inner width=&#8221;1\/2&#8243;]<a href=\"https:\/\/help.geostru.eu\/slope\/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>Manualul utilizatorului<\/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]Dimensionarea preliminar\u0103 a lucr\u0103rilor de inginerie natural\u0103 este una dintre cele mai importante opera\u021biuni de efectuat \u00eenainte de proiectarea executiv\u0103 a lucr\u0103rilor, plas\u00e2ndu-se \u00een mod cert \u00eenaintea verific\u0103rilor tehnice \u0219i a dimension\u0103rilor finale ulterioare. A avea la dispozi\u021bie instrumente rapide \u0219i eficiente pentru a efectua primele verific\u0103ri \u0219i a evalua dac\u0103 tehnicile alese sunt sau&hellip;<\/p>\n","protected":false},"author":21284,"featured_media":11494,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1969,1596,1443,3,1970],"tags":[2206,1598,1599,2070,2071],"class_list":["post-11481","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-geotehnica-ro","category-ingegneria-2-ro","category-articoli-geotecnica-ro","category-mediu","category-proiectare","tag-ambiente-ro","tag-geotecnica-ro","tag-ingegneria-ro","tag-opere-di-sostegno-ro","tag-stabilita-ro","category-1969","category-1596","category-1443","category-3","category-1970","description-off"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v25.0 (Yoast SEO v25.0) - 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