{"id":3681,"date":"2022-06-19T19:41:11","date_gmt":"2022-06-19T17:41:11","guid":{"rendered":"https:\/\/www.geostru.eu\/?post_type=product&p=3681"},"modified":"2025-02-21T20:18:18","modified_gmt":"2025-02-21T19:18:18","slug":"rocklab-hoek-brown-failure-criterion-rock-mass","status":"publish","type":"product","link":"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/rocklab-hoek-brown-failure-criterion-rock-mass\/","title":{"rendered":"Criterii de rupere al unei mase de roc\u0103, conform lui Hoek Brown \u2013 Rocklab"},"content":{"rendered":"

Criteriul de rupere conform Hoek \u2013 Brown<\/strong>
\nFolosind o aproximare a interpol\u0103rii liniare a criteriului de rupere conform Hoek \u0219i Brown<\/strong><\/em>, \u00eentr-un domeniu de c\u00e2mp de solicitare, se pot ob\u021bine parametrii de coeziune \u0219i unghiul de forfecare Mohr-Coulomb<\/em>.<\/p>\n

DATE NECESARE<\/strong>
\nRezisten\u021ba la compresiune a rocii intacte, GSI (Geological Strength Index), parametrii specifici masei rocii, factorul de perturbare, modulul de deformare.
\nUnii dintre parametri, cum ar fi GSI, \u0219i parametrii proprii sunt identifica\u021bi direct de software prin proceduri grafice interactive.<\/p>\n

DATE CALCULATE<\/strong>
\nConstantele masei rocilor s \u0219i a, rezisten\u021ba la trac\u021biune, limita superioar\u0103 a tensiunii de confinare relativ la tuneluri \u0219i versan\u021bi, rezisten\u021ba global\u0103 a masei rocilor, coeziunea \u0219i unghiul de rezisten\u021b\u0103 la forfecare. Parametrii geotehnici calcula\u021bi sunt \u00eemp\u0103r\u021bi\u021bi \u00een parametri de calcul \u0219i de proiectare.<\/p>\n

CALCULUL PARAMETRILOR DIN TESTE TRIAXIALE<\/strong>
\nPrin teste de laborator, de tip triaxial, efectuate cu o celul\u0103 Hoek \u0219i Brown, \u00een care rezisten\u021ba v\u00e2rfului la rupere este m\u0103surat\u0103 pe m\u0103sur\u0103 ce tensiunea de confinare variaz\u0103. Este posibil s\u0103 se calculeze rezisten\u021ba la compresiune a rocii \u0219i parametrul mi.<\/p>\n

CAPACITATE PORTANT\u0102 A FUNDA\u021aIILOR<\/strong>
\nRockLab<\/strong> permite ob\u021binerea parametrilor de calcul geotehnic \u0219i de proiectare \u00een func\u021bie de calea de proiectare urmat\u0103. Verificarea st\u0103rilor limit\u0103 finale ale complexului sol-funda\u021bie prive\u0219te mecanismele de e\u0219ec determinate de mobilizarea rezisten\u021bei globale a materialelor.
\nCapacitatea portant\u0103 final\u0103 a masei de roc\u0103 este calculat\u0103 cu metodele: Carter-Kulhawy \u0219i Serrano-Olalla-Gonzales. Folosind capacitatea portant\u0103 ultim\u0103 se calculeaz\u0103 rezisten\u021ba de proiect.<\/p>\n

REZULTATE<\/strong>
\nRezultatele sunt afi\u0219ate at\u00e2t numeric, c\u00e2t \u0219i grafic. Software-ul produce un raport detaliat de calcul.<\/p>\n","protected":false},"excerpt":{"rendered":"

Software pentru determinarea criteriului de rupere al unei mase de roc\u0103 conform modelului lui Hoek-Brown (2002)<\/strong>. Software-ul, pe l\u00e2ng\u0103 calcularea parametrilor de rezisten\u021b\u0103 a masei de roc\u0103, permite calcularea capacit\u0103\u021bii portante a funda\u021biilor pe roc\u0103 \u00een conformitate cu metodele Carter – Kulhawy, Serrano – Olalla – Gonzales.<\/strong><\/p>\n","protected":false},"featured_media":14646,"comment_status":"open","ping_status":"closed","template":"","meta":[],"product_cat":[202,83],"product_tag":[],"class_list":{"0":"post-3681","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-software-ro","7":"product_cat-geomecanica","8":"description-off","10":"first","11":"instock","12":"downloadable","13":"virtual","14":"sold-individually","15":"taxable","16":"purchasable","17":"product-type-licensed"},"yoast_head":"\nCriterii de rupere al unei mase de roc\u0103, conform lui Hoek Brown \u2013 Rocklab - GeoStru EU<\/title>\n<meta name=\"description\" content=\"Failure criteria of a rock mass according to Hoek-Brown\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/rocklab-hoek-brown-failure-criterion-rock-mass\/\" \/>\n<meta property=\"og:locale\" content=\"ro_RO\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Criterii de rupere al unei mase de roc\u0103, conform lui Hoek Brown \u2013 Rocklab\" \/>\n<meta property=\"og:description\" content=\"Failure criteria of a rock mass according to Hoek-Brown\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/rocklab-hoek-brown-failure-criterion-rock-mass\/\" \/>\n<meta property=\"og:site_name\" content=\"GeoStru EU\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/GeoStruSoftware\/\" \/>\n<meta property=\"article:modified_time\" content=\"2025-02-21T19:18:18+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/06\/RockLab2.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"1919\" \/>\n\t<meta property=\"og:image:height\" content=\"1040\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:site\" content=\"@geostru\" \/>\n<meta name=\"twitter:label1\" content=\"Pre\u021b\" \/>\n\t<meta name=\"twitter:data1\" content=\"€350.00 f\u0103r\u0103 TVA\" \/>\n\t<meta name=\"twitter:label2\" content=\"Disponibilitate\" \/>\n\t<meta name=\"twitter:data2\" content=\"\u00cen stoc\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/rocklab-hoek-brown-failure-criterion-rock-mass\/\",\"url\":\"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/rocklab-hoek-brown-failure-criterion-rock-mass\/\",\"name\":\"Criterii de rupere al unei mase de roc\u0103, conform lui Hoek Brown \u2013 Rocklab - 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