{"id":2031,"date":"2021-07-15T07:33:59","date_gmt":"2021-07-15T07:33:59","guid":{"rendered":"https:\/\/www.igeotest.ad\/geo-3-metodes-mes-adients\/"},"modified":"2022-04-14T09:54:38","modified_gmt":"2022-04-14T09:54:38","slug":"geo-3-metodos-mas-adecuados","status":"publish","type":"page","link":"https:\/\/www.igeotest.ad\/es\/geo-3-metodos-mas-adecuados\/","title":{"rendered":"GEO 3 – M\u00e9todos m\u00e1s adecuados"},"content":{"rendered":"[vc_row][vc_column][vc_column_text]A continuaci\u00f3n se expone la combinaci\u00f3n de m\u00e9todos m\u00e1s adecuados por diferentes objetivos y condicionantes:[\/vc_column_text][vc_row_inner][vc_column_inner][vc_column_text]\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
\n

Objetivos<\/strong><\/p>\n<\/td>\n

\n

Condicionantes<\/strong><\/p>\n<\/td>\n

\n

Profundidad<\/strong><\/p>\n<\/td>\n

\n

M\u00e9todos<\/strong><\/p>\n<\/td>\n

\n

Ensayos<\/strong><\/p>\n<\/td>\n

\n

C\u00d3DIGO<\/strong><\/p>\n<\/td>\n<\/tr>\n

\n

Contacto
\nroca<\/span><\/p>\n<\/td>\n

\n

Buena
\naccesibilidad<\/span><\/p>\n<\/td>\n

\n

< 25 m<\/span><\/p>\n<\/td>\n

\n

C+SMD o bien
\nC+SEV\/SR<\/span><\/p>\n<\/td>\n

\n

RMR + JRC+JCS<\/span><\/p>\n<\/td>\n

\n

Rap<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

Baja
\naccesibilidad<\/span><\/p>\n<\/td>\n

\n

No limite<\/span><\/p>\n<\/td>\n

\n

C + SEV + SR<\/span><\/p>\n<\/td>\n

\n

+ SR<\/span><\/p>\n<\/td>\n

\n

Rbp<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

C\u00fabico roca<\/span><\/p>\n<\/td>\n

\n

Buena
\naccesibilidad<\/span><\/p>\n<\/td>\n

\n

< 25 m<\/span><\/p>\n<\/td>\n

\n

C + SEV\/SR +
\nSMD<\/span><\/p>\n<\/td>\n

\n

RMR + JRC+JCS<\/span><\/p>\n<\/td>\n

\n

Rap<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

Baja
\naccesibilidad<\/span><\/p>\n<\/td>\n

\n

< 40 m<\/span><\/p>\n<\/td>\n

\n

C + SR + SEV<\/span><\/p>\n<\/td>\n

\n

+ SR<\/span><\/p>\n<\/td>\n

\n

Rbp<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

Tierras\/Roca<\/span><\/p>\n<\/td>\n

\n

Presencia
\nde afloramientos<\/span><\/p>\n<\/td>\n

\n

Superf\u00edcie<\/span><\/p>\n<\/td>\n

\n

C<\/span><\/p>\n<\/td>\n

\n

RMR+JRC+JCS<\/span><\/p>\n<\/td>\n

\n

TRas<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

de roca en
\nsuperf\u00edcie<\/span><\/p>\n<\/td>\n

\n

0 – 8 m<\/span><\/p>\n<\/td>\n

\n

C + DPSH +
\nSEV<\/span><\/p>\n<\/td>\n

\n

CTP+V+DPSH<\/span><\/p>\n<\/td>\n

\n

TRap<\/span><\/p>\n<\/td>\n<\/tr>\n

\n


\nTierras\/Tierras<\/span><\/p>\n<\/td>\n

\n

Cambios
\nlaterales, diferentes<\/span><\/p>\n<\/td>\n

\n

< 10 m<\/span><\/p>\n<\/td>\n

\n

SR + PS +
\nSEV + DPSH<\/span><\/p>\n<\/td>\n

\n

RMR + JRC+JCS<\/span><\/p>\n<\/td>\n

\n

TTas<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

terrenos o contacto
\nroca<\/span><\/p>\n<\/td>\n

\n

> 10 m<\/span><\/p>\n<\/td>\n

\n

SEV\/SR + SMT<\/span><\/p>\n<\/td>\n

\n

CTP+V+DPSH<\/span><\/p>\n<\/td>\n

\n

TTap<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

Superf\u00edcie<\/span><\/p>\n<\/td>\n

\n

C<\/span><\/p>\n<\/td>\n

\n

CTP + V<\/span><\/p>\n<\/td>\n

\n

Tas<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

< 8 m<\/span><\/p>\n<\/td>\n

\n

SEV + DPSH<\/span><\/p>\n<\/td>\n

\n

DPSH \/ PM<\/span><\/p>\n<\/td>\n

\n

Tap1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

Buena
\naccesibilidad<\/span><\/p>\n<\/td>\n

\n

8 m – 15 m<\/span><\/p>\n<\/td>\n

\n

SEV + SMT +
\nDPSH <\/span><\/p>\n<\/td>\n

\n

DPSH \/ PM<\/span><\/p>\n<\/td>\n

\n

Tap2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

15 m – 40 m<\/span><\/p>\n<\/td>\n

\n

SEV + SMT<\/span><\/p>\n<\/td>\n

\n

SPT \/ PM<\/span><\/p>\n<\/td>\n

\n

Tap3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

Tierras<\/span><\/p>\n<\/td>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

> 40 m<\/span><\/p>\n<\/td>\n

\n

SEV<\/span><\/p>\n<\/td>\n

\n

–<\/span><\/p>\n<\/td>\n

\n

Tap4<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

Sin
\naccessibilidad<\/span><\/p>\n<\/td>\n

\n

No l\u00edmite<\/span><\/p>\n<\/td>\n

\n

SEV + SR<\/span><\/p>\n<\/td>\n

\n

CTP + V<\/span><\/p>\n<\/td>\n

\n

Tbs<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

Terreno con
\ngrandes bloques<\/span><\/p>\n<\/td>\n

\n

< 25 m<\/span><\/p>\n<\/td>\n

\n

SR + SEV +
\nSMD<\/span><\/p>\n<\/td>\n

\n

SR<\/span><\/p>\n<\/td>\n

\n

Tap2B<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

Terreno muy
\nconsolidado<\/span><\/p>\n<\/td>\n

\n

< 25 m<\/span><\/p>\n<\/td>\n

\n

SR+SEV + SMD
\n+ DPSH<\/span><\/p>\n<\/td>\n

\n

DPSH \/ SPT \/
\nPM<\/span><\/p>\n<\/td>\n

\n

Tap2C<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u00a0<\/span><\/p>\n<\/td>\n

\n

No bloques y no
\nconsolidado<\/span><\/p>\n<\/td>\n

\n

< 40 m<\/span><\/p>\n<\/td>\n

\n

DPSH + SEV<\/span><\/p>\n<\/td>\n

\n

DPSH + PM<\/span><\/p>\n<\/td>\n

\n

Tap4N<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

Agua Subterr\u00e1nea<\/span><\/p>\n<\/td>\n

\n

Tierras<\/span><\/p>\n<\/td>\n

\n

–<\/span><\/p>\n<\/td>\n

\n

MRS<\/span><\/p>\n<\/td>\n

\n

Infiltraci\u00f3n\/Bombeo<\/span><\/p>\n<\/td>\n

\n

+I\/B<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

Agua Subterr\u00e1nea<\/p>\n<\/td>\n

\n

Roca<\/span><\/p>\n<\/td>\n

\n

–<\/span><\/p>\n<\/td>\n

\n

MRS<\/span><\/p>\n<\/td>\n

\n

Inyecci\u00f3n<\/span><\/p>\n<\/td>\n

\n

+I<\/span><\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][vc_row_inner][vc_column_inner width=\u00bb1\/2″][vc_column_text]\n

M\u00e9todos directos<\/strong><\/h4>\n

SMD : Sondeos mec\u00e1nicos destructivos<\/p>\n

SMT : Sondeo con testimonio<\/p>\n

DPSH : Penetr\u00f3metro din\u00e1mico continua + martillo de Schmidt<\/p>\n

C : Cartograf\u00eda geol\u00f3gica<\/p>\n

MRS : Sondaje a resonancia magn\u00e9tica<\/p>\n[\/vc_column_text][\/vc_column_inner][vc_column_inner width=\u00bb1\/2″][vc_column_text]\n

M\u00e9todos indirectos<\/strong><\/h4>\n

SR : S\u00edsmica de refracci\u00f3n<\/p>\n

PS : Pseudosecciones el\u00e9ctricas<\/p>\n

SEV : Sondaje el\u00e9ctrico vertical<\/p>\n[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][vc_row_inner][vc_column_inner width=\u00bb1\/2″][vc_column_text]\n

Ensayos \u201cin situ\u201d (tierras)<\/strong><\/h4>\n

CTP : Penetr\u00f3metro est\u00e1tico<\/p>\n

V : Escis\u00f3metro<\/p>\n

PM : Presi\u00f3metro de Menard<\/p>\n

SR : S\u00edsmica de refracci\u00f3n<\/p>\n[\/vc_column_text][\/vc_column_inner][vc_column_inner width=\u00bb1\/2″][vc_column_text]\n

Caracterizaci\u00f3n geomec\u00e1nica (roca)<\/span><\/strong><\/h4>\n

RMR :\u00a0\u00a0Clasificaci\u00f3n BIENIAWSKI (1979)<\/p>\n

JRC :\u00a0 Index de BARTON (1973)<\/p>\n

JCS :\u00a0 Index de BARTON (1973)<\/p>\n

SR :\u00a0 S\u00edsmica de refracci\u00f3n<\/p>\n[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][vc_column_text]El c\u00f3digo de la prospecci\u00f3n es b\u00e1sicamente de 5 d\u00edgitos, donde el primero corresponde a la tipolog\u00eda del terreno a prospectar (R=Roca, T=Tierras) y sus combinaciones. El segundo d\u00edgito corresponde a la accesibilidad del terreno (a=accesible, b=baja accesibilidad). El tercero corresponde b\u00e1sicamente a si la caracterizaci\u00f3n tiene que ser muy superficial o no (s=superficial, p=profundidad) o bien la combinaci\u00f3n de los dos casos (s\/p). El cuarto corresponde a como de profunda ha de ser la investigaci\u00f3n (n\u00famero). El quinto responde a la particularidad del terreno (B=Bloques, C=Consolidado, N=Ninguno de los dos). Finalmente en funci\u00f3n de la presencia de agua se puede a\u00f1adir a los 5 d\u00edgitos el mnem\u00f3nico +I\/B si hay incidencia del nivel fre\u00e1tico en tierras o bien si hay una importante incidencia con el nivel piezom\u00e9trico en roca.[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_separator][\/vc_column][\/vc_row]\n","protected":false},"excerpt":{"rendered":"

[vc_row][vc_column][vc_column_text]A continuaci\u00f3n se expone la combinaci\u00f3n de m\u00e9todos m\u00e1s adecuados por diferentes objetivos y condicionantes:[\/vc_column_text][vc_row_inner][vc_column_inner][vc_column_text] Objetivos Condicionantes Profundidad M\u00e9todos Ensayos C\u00d3DIGO Contacto roca Buena accesibilidad < 25 m C+SMD o bien C+SEV\/SR RMR + JRC+JCS Rap \u00a0 Baja accesibilidad No…<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":[],"_links":{"self":[{"href":"https:\/\/www.igeotest.ad\/es\/wp-json\/wp\/v2\/pages\/2031"}],"collection":[{"href":"https:\/\/www.igeotest.ad\/es\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.igeotest.ad\/es\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.igeotest.ad\/es\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/www.igeotest.ad\/es\/wp-json\/wp\/v2\/comments?post=2031"}],"version-history":[{"count":6,"href":"https:\/\/www.igeotest.ad\/es\/wp-json\/wp\/v2\/pages\/2031\/revisions"}],"predecessor-version":[{"id":2037,"href":"https:\/\/www.igeotest.ad\/es\/wp-json\/wp\/v2\/pages\/2031\/revisions\/2037"}],"wp:attachment":[{"href":"https:\/\/www.igeotest.ad\/es\/wp-json\/wp\/v2\/media?parent=2031"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}