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data-categoria=\"idroelettrico\">Idroelettrico<\/button>\n<\/div>\n\n\n\n<div class=\"wp-block-group alignwide is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-grid is-layout-grid wp-container-core-group-is-layout-243cc639 wp-block-group-is-layout-grid\">\n<div class=\"wp-block-group scheda-lavoro gallerie is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"2560\" height=\"1920\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/colmeto-scaled.jpg\" alt=\"\" class=\"wp-image-782\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/colmeto-scaled.jpg 2560w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/colmeto-300x225.jpg 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/colmeto-768x576.jpg 768w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/colmeto-1024x768.jpg 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/colmeto-1536x1152.jpg 1536w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/colmeto-16x12.jpg 16w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/colmeto-2048x1536.jpg 2048w\" sizes=\"auto, (max-width: 2560px) 100vw, 2560px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">gallerie \u00b7 Torino \u00b7 2026<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Collaudo del nuovo collettore mediano di Torino<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Analisi numeriche e valutazione dei dati di monitoraggio a supporto della commissione di collaudo statico del collettore mediano di Torino, in fase di costruzione<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro frane is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"852\" height=\"568\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/BPI_2.png\" alt=\"\" class=\"wp-image-765\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/BPI_2.png 852w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/BPI_2-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/BPI_2-300x200.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/BPI_2-768x512.png 768w\" sizes=\"auto, (max-width: 852px) 100vw, 852px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">frane \u00b7 Valgrisenche (AO) \u00b7 2026<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Alternative di intervento sulla frana di Baise Pierre<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Analisi numeriche 3D e identificazione dei pi\u00f9 efficaci sistemi di intervento per il consolidamento della frana di Baise Pierre in Valgrisenche (AO)<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro monitoraggio frane valanghe is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"1600\" height=\"1200\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Semaforo.jpg\" alt=\"\" class=\"wp-image-737\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Semaforo.jpg 1600w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Semaforo-300x225.jpg 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Semaforo-768x576.jpg 768w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Semaforo-1024x768.jpg 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Semaforo-1536x1152.jpg 1536w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Semaforo-16x12.jpg 16w\" sizes=\"auto, (max-width: 1600px) 100vw, 1600px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">monitoraggio, frane \u00b7 cogne (AO) \u00b7 2026<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Nuovi sistemi di allertamento rapido per valanghe e colate<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Progettazione e realizzazione dei nuovi sistemi EWS per la mitigazione del rischio da valanga e colata detritica lungo i canaloni Bouvaz e Pont Teuf in Valnontey<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro gallerie is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"978\" height=\"669\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Crotone4.png\" alt=\"\" class=\"wp-image-352\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Crotone4.png 978w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Crotone4-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Crotone4-300x205.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Crotone4-767x525.png 767w\" sizes=\"auto, (max-width: 978px) 100vw, 978px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">Gallerie \u00b7 CROTONE \u00b7 2026<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Progettazione galleria stradale in terreni rigonfianti<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Analisi numeriche 2D e 3D a supporto della galleria GN07 della Variante della S.S. 106 Jonica<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro geologia is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"618\" height=\"392\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/palagru.png\" alt=\"\" class=\"wp-image-477\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/palagru.png 618w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/palagru-18x11.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/palagru-300x190.png 300w\" sizes=\"auto, (max-width: 618px) 100vw, 618px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">geologia \u00b7 grugliasco (to) \u00b7 2026<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Studio geologico<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Indagini geognostiche e la redazione della relazione geologica relativamente all&#8217;intervento di riconversione del Palazzetto dello Sport di Grugliasco<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro frane is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"635\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/iseo-1024x635.png\" alt=\"\" class=\"wp-image-409\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/iseo-1024x635.png 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/iseo-300x186.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/iseo-18x11.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/iseo-768x476.png 768w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/iseo.png 1250w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">FRANE \u00b7 tavernola bergamasca \u00b7 2026<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Studio dell&#8217;evoluzione di una grande frana<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Analisi numeriche 3D, analisi dei dati di monitoraggio e creazione di un digital twin del dissesto franoso del versante orientale del Monte Saresano<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro gallerie is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"768\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Perca-2-1024x768.jpg\" alt=\"\" class=\"wp-image-255\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Perca-2-1024x768.jpg 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Perca-2-300x225.jpg 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Perca-2-768x576.jpg 768w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Perca-2-1536x1152.jpg 1536w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Perca-2-16x12.jpg 16w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Perca-2-2048x1536.jpg 2048w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">Gallerie \u00b7 Val Pusteria, Alto Adige \u00b7 2025<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Scavo di galleria in condizioni difficili<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Consulenza Tecnica a supporto delle soluzioni adottate nei confronti dell\u2019imprevisto geologico occorso durante l\u2019avanzamento lato est della galleria Perca<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro strutture is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"964\" height=\"634\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Socrepes-1.png\" alt=\"\" class=\"wp-image-256\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Socrepes-1.png 964w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Socrepes-1-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Socrepes-1-300x197.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Socrepes-1-768x505.png 768w\" sizes=\"auto, (max-width: 964px) 100vw, 964px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">strutture \u00b7 Cortina D&#8217;Ampezzo \u00b7 2025<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Impianto di risalita a fune<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Consulenza Tecnica a supporto della progettazione del nuovo impianto a fune di Cortina d&#8217;Ampezzo Apollonio &#8211; Socrepes<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro gallerie is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"974\" height=\"543\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/riserasco.png\" alt=\"\" class=\"wp-image-493\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/riserasco.png 974w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/riserasco-300x167.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/riserasco-18x10.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/riserasco-768x428.png 768w\" sizes=\"auto, (max-width: 974px) 100vw, 974px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">Gallerie \u00b7 Pralormo \u00b7 2025<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Ripristino galleria idraulica<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Analisi numerriche a supporto del ripristino della galleria denominata \u201cRio Riserasco\u201d di adduzione al lago della Spina nel comune di Pralormo<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro frane is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/valera6-1024x683.jpg\" alt=\"\" class=\"wp-image-509\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/valera6-1024x683.jpg 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/valera6-300x200.jpg 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/valera6-768x512.jpg 768w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/valera6-18x12.jpg 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/valera6-1536x1024.jpg 1536w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/valera6-2048x1365.jpg 2048w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><figcaption class=\"wp-element-caption\">DCIM\\100MEDIA\\DJI_0635.JPG<\/figcaption><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">FRANE \u00b7 A6 Torino-savona \u00b7 2025<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Interazione frana-autostrada<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Valutazione dell\u2019evoluzione della frana della trincea Valera II &#8211; tronco A6 Torino-Savona dell\u2019Autostrada dei Fiori e dei lavori di messa in sicurezza<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro gallerie is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"671\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Torbella-3-1024x671.png\" alt=\"\" class=\"wp-image-258\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Torbella-3-1024x671.png 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Torbella-3-300x197.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Torbella-3-767x503.png 767w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Torbella-3-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Torbella-3.png 1472w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">Gallerie \u00b7 Genova \u00b7 2025<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Interazione terreno &#8211; strutture<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Analisi numeriche bidimensionali e tridimensionali relative alla galleria artificiale del canale Torbella<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro discariche is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"901\" height=\"600\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/casei.png\" alt=\"\" class=\"wp-image-1283\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/casei.png 901w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/casei-300x200.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/casei-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/casei-767x511.png 767w\" sizes=\"auto, (max-width: 901px) 100vw, 901px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">idroelettrico \u00b7 magliolo (sv) \u00b7 2025<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Discarica RSU Casei<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Analidi FEM accoppiate idro-meccaniche per lo studio dell\u2019influenza del livello di percolato all\u2019interno del corpo dei rifiuti sulla stabilit\u00e0 della discarica di Rifiuti Solidi Urbani &#8220;Casei&#8221;<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro monitoraggio is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"671\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Pareto-1024x671.png\" alt=\"\" class=\"wp-image-324\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Pareto-1024x671.png 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Pareto-300x196.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Pareto-767x502.png 767w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Pareto-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Pareto-1536x1006.png 1536w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Pareto-2048x1341.png 2048w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">monitoraggio \u00b7 genova \u00b7 2025<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Monitoraggio strutturale<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Monitoraggio con interferometro radar e sistema vibrometrico di Palazzo Pareto nel comune di Genova.<br>Cantiere della Gronda Lotto B<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro gallerie is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"825\" height=\"550\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/tav3.png\" alt=\"\" class=\"wp-image-516\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/tav3.png 825w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/tav3-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/tav3-300x200.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/tav3-768x512.png 768w\" sizes=\"auto, (max-width: 825px) 100vw, 825px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">GALLERIE\u00b7 piemonte\u00b7 2025<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Dimensionamento di gallerie<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Analisi numeriche e verifiche di idoneita\u0300 statica di gallerie della nuova linea ferroviaria Torino-Lione<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro frane is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"742\" height=\"495\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/pragelato3.png\" alt=\"\" class=\"wp-image-513\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/pragelato3.png 742w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/pragelato3-300x200.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/pragelato3-18x12.png 18w\" sizes=\"auto, (max-width: 742px) 100vw, 742px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">frane \u00b7 prAGELATO \u00b7 2025<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Sistemazione di versante<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Studio e valutazione di prefattibilit\u00e0 degli interventi integrativi di mautenzione straordinaria delle barriere e di consolidamento della Provinciale in comune di Pragelato fra il km 80+000 e 81+000<\/p>\n\n\n\n<p class=\"scheda-lavoro frane wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro geostrutture-energetiche wp-container-content-7d4755b8 is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"941\" height=\"627\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Bamberg3.png\" alt=\"\" class=\"wp-image-511\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Bamberg3.png 941w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Bamberg3-300x200.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Bamberg3-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Bamberg3-767x511.png 767w\" sizes=\"auto, (max-width: 941px) 100vw, 941px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">geostrutture energetiche \u00b7 BAMBERG \u00b7 2024<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Microtunnel energetico<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Studio di prefattibilit\u00e0 dell\u2019attivazione geotermica della fognatura citt\u00e0 di Bamberg<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro monitoraggio gallerie is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"756\" height=\"474\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/gaslini4-3.png\" alt=\"\" class=\"wp-image-1212\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/gaslini4-3.png 756w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/gaslini4-3-18x11.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/gaslini4-3-300x188.png 300w\" sizes=\"auto, (max-width: 756px) 100vw, 756px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">Gallerie, MONITORAGGIO \u00b7 genova \u00b7 2024<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Interazione struttura-galleria<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Valutazione dell&#8217;interferenza tra la galleria ferroviaria Lamba Doria e la realizzazione del padiglione 0 dell&#8217;ospedale Gaslini di Genova, costruzione del piano di gestione delle emergenze<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro monitoraggio wp-container-content-7d4755b8 is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"653\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ponte-1024x653.png\" alt=\"\" class=\"wp-image-454\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ponte-1024x653.png 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ponte-300x191.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ponte-767x489.png 767w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ponte-18x11.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ponte-1536x980.png 1536w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ponte.png 1949w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">MONITORAGGIO \u00b7 a1 milano-roma \u00b7 2024<\/p>\n\n\n\n<h3 class=\"wp-block-heading scheda-lavoro monitoraggio\">Monitoraggio GBInSAR<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Monitoraggio con interferometro radar ad apertura reale del pulvino n\u00b03 del viadotto Goccioloni II (Autostrada A1 Milano-Roma) durante la demolizione dell\u2019impalcato della corsia ex sud<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro gallerie is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"678\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/a32-1024x678.png\" alt=\"\" class=\"wp-image-489\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/a32-1024x678.png 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/a32-300x199.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/a32-768x508.png 768w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/a32-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/a32-1536x1017.png 1536w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/a32.png 1949w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">gallerie\u00b7 a32 torino-bardonecchia \u00b7 2024<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Consulenza tecnica<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Analisi numeriche e verifiche di idoneita\u0300 statica delle gallerie Cels, Giaglione e Ramat dell\u2019autostrada A32<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro gallerie frane wp-container-content-7d4755b8 is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"665\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/sparvo-1024x665.png\" alt=\"\" class=\"wp-image-395\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/sparvo-1024x665.png 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/sparvo-300x195.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/sparvo-767x498.png 767w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/sparvo-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/sparvo-1536x997.png 1536w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/sparvo-2048x1329.png 2048w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">frane, gallerie \u00b7 a1 milano-napoli \u00b7 2024<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Interazione frana-galleria<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Studio dell&#8217;evoluzione del fenomeno di interazione versante-galleria Sparvo<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro geostrutture-energetiche is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"977\" height=\"652\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/stoccarda.png\" alt=\"\" class=\"wp-image-939\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/stoccarda.png 977w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/stoccarda-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/stoccarda-300x200.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/stoccarda-767x512.png 767w\" sizes=\"auto, (max-width: 977px) 100vw, 977px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">geostrutture energetiche \u00b7 stoccarda\u00b7 2024<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Galleria energetica <strong>Pfaffensteigtunnel<\/strong><\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Studio di fattibilit\u00e0 per la realizzazione di una nuova galleria energetica ferroviaria<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro geostrutture-energetiche is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"682\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/amburgo-1024x682.png\" alt=\"\" class=\"wp-image-937\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/amburgo-1024x682.png 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/amburgo-300x200.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/amburgo-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/amburgo-767x511.png 767w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/amburgo.png 1031w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">geostrutture energetiche \u00b7 amburgo \u00b7 2024<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Galleria energetica <strong>Entlastungstunnel<\/strong><\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Studio di fattibilit\u00e0 per la realizzazione di una nuova galleria energetica ferroviaria<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro geostrutture-energetiche is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"626\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ARV-4-1024x626.png\" alt=\"\" class=\"wp-image-287\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ARV-4-1024x626.png 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ARV-4-300x183.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ARV-4-18x11.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ARV-4-767x469.png 767w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/ARV-4.png 1052w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">geostrutture energetiche \u00b7 TRENTO \u00b7 2023<\/p>\n\n\n\n<h3 class=\"wp-block-heading scheda-lavoro geostrutture-energetiche\">Galleria energetica<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Supporto progettazione esecutiva geostrutture energetiche &#8211; Nuovo HUB servizi area ex Zuffo &#8211; Demo Progetto Europeo ARV nel comune di Trento<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro geologia is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"642\" height=\"401\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/andora-1.png\" alt=\"\" class=\"wp-image-1220\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/andora-1.png 642w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/andora-1-18x11.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/andora-1-300x187.png 300w\" sizes=\"auto, (max-width: 642px) 100vw, 642px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">geologia \u00b7 andora (SV) \u00b7 2023<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Consulenza geologica e idrogeologica<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Consulenza tecnica emergenza idrica comune di Andora. Valutazione dell&#8217;intrusione del cuneo salino nei pozzi di pompaggio acqua potabile<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro gallerie is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"483\" height=\"322\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/morgex2.png\" alt=\"\" class=\"wp-image-534\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/morgex2.png 483w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/morgex2-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/morgex2-300x200.png 300w\" sizes=\"auto, (max-width: 483px) 100vw, 483px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">gallerie \u00b7 A5 sarre-morgex \u00b7 2023<\/p>\n\n\n\n<h3 class=\"wp-block-heading scheda-lavoro gallerie\">Validazione degli interventi di sicurezza \u2013 Galleria Villaret<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Attivit\u00e0 di supporto alla validazione del progetto di messa in sicurezza della Galleria Villaret canna dx \u2013 direzione Traforo Monte Bianco (Autostrada A5 tronco Sarre-Morgex)<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro geostrutture-energetiche is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LN15O-1024x683.png\" alt=\"\" class=\"wp-image-883\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LN15O-1024x683.png 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LN15O-300x200.png 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LN15O-768x512.png 768w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LN15O-18x12.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LN15O-1536x1024.png 1536w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LN15O.png 1944w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">geostrutture energetiche \u00b7 parigi \u00b7 2023<\/p>\n\n\n\n<h3 class=\"wp-block-heading scheda-lavoro geostrutture-energetiche\">Consulenza tecnica<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Studio di prefattibilit\u00e0 per l\u2019attivazione geotermica di tunnel, stazioni e pozzi delle LN15O (Linea 15 Ovest) e LN15E (Linea 15 Est) facente parte del progetto Grand Paris Express<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro monitoraggio frane valanghe is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LAMA-2-1024x683.jpg\" alt=\"\" class=\"wp-image-891\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LAMA-2-1024x683.jpg 1024w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LAMA-2-300x200.jpg 300w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LAMA-2-768x512.jpg 768w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LAMA-2-18x12.jpg 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LAMA-2-1536x1024.jpg 1536w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/LAMA-2-2048x1365.jpg 2048w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">monitoraggio \u00b7 lama dei peligni \u00b7 2023<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Sistema di monitoraggio e allertamento rapido<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Installazione e gestione sistema di monitoraggio nel vallone Coppetti-Fontanili del Comune di Lama dei Peligni a protezione della strada comunale di Via del Convento<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro idroelettrico is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"634\" height=\"404\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Masjedesoleyman.png\" alt=\"\" class=\"wp-image-1254\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Masjedesoleyman.png 634w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Masjedesoleyman-18x11.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Masjedesoleyman-300x191.png 300w\" sizes=\"auto, (max-width: 634px) 100vw, 634px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">idroelettrico \u00b7 Khuzestan-iran \u00b7 2019<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Caverna del Masjed-E Soleyman hydroelectric power project<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Studio della stabilit\u00e0 mediante modellazione numerica di una caverna idroelettrica  interessata da problematiche di rigonfiamento dell&#8217;ammasso roccioso<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group scheda-lavoro idroelettrico is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group gs-thumb gs-thumb--1 has-global-padding is-layout-constrained wp-block-group-is-layout-constrained\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"560\" height=\"354\" src=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Kishanganga.png\" alt=\"\" class=\"wp-image-1265\" srcset=\"https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Kishanganga.png 560w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Kishanganga-18x11.png 18w, https:\/\/www.geo-solving.com\/wp-content\/uploads\/2026\/10\/Kishanganga-300x190.png 300w\" sizes=\"auto, (max-width: 560px) 100vw, 560px\" \/><\/figure>\n<\/div>\n\n\n\n<p class=\"gs-tag wp-block-paragraph\">idroelettrico \u00b7 India-Pakistan \u00b7 2017<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Headrace Mined Tunnel (HRT II)<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Consulenza riguardante i fenomeni di rigonfiamento che hanno interessato l&#8217;Headrace tunnel del complesso idroelettrico di Kishanganga (India-Pakistan)<\/p>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tutti Frane Gallerie Monitoraggio Geostrutture energetiche Geologia Strutture Valanghe Discariche Idroelettrico gallerie \u00b7 Torino \u00b7 2026 Collaudo del nuovo collettore mediano di Torino Analisi numeriche e valutazione dei dati di monitoraggio a supporto della commissione di collaudo statico del collettore mediano di Torino, in fase di costruzione frane \u00b7 Valgrisenche (AO) \u00b7 2026 Alternative di [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_monsterinsights_skip_tracking":false,"footnotes":""},"class_list":["post-15","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.geo-solving.com\/en\/wp-json\/wp\/v2\/pages\/15","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.geo-solving.com\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.geo-solving.com\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.geo-solving.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.geo-solving.com\/en\/wp-json\/wp\/v2\/comments?post=15"}],"version-history":[{"count":443,"href":"https:\/\/www.geo-solving.com\/en\/wp-json\/wp\/v2\/pages\/15\/revisions"}],"predecessor-version":[{"id":1293,"href":"https:\/\/www.geo-solving.com\/en\/wp-json\/wp\/v2\/pages\/15\/revisions\/1293"}],"wp:attachment":[{"href":"https:\/\/www.geo-solving.com\/en\/wp-json\/wp\/v2\/media?parent=15"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}