Normativa prove

<body topmargin=0 leftmargin=0 marginheight=0 marginwidth=0> <table cellpadding=0 cellspacing=0 border=0><tr> <td valign="top" colspan=2 height=110 BGCOLOR="#FFFFFF" TEXT="#080000" bgproperties="fixed" background="020f0f21egerdp.jpg"> <div> <B><IMG SRC="021203c0.jpg" border=0 width="32" height="60" ALIGN="BOTTOM" HSPACE="0" VSPACE="0"></B><FONT SIZE="5" COLOR="#66334C" FACE="Arial" ><B>GEORICERCHE</B></FONT><B>      |     </B><A HREF="index.htm" TARGET="_top" TITLE="GEORICERCHE"><U><B>home</B></U></A></div> <div> <A HREF="id11.htm" TARGET="_top" TITLE="Prove geotecniche di laboratorio"><U>Prove geotecniche di laboratorio</U></A>   |   <B>Normativa prove</B></div> <div> </div> </td> </tr><tr> <td valign="top" width=210 BGCOLOR="#FFFFFF" TEXT="#080000" bgproperties="fixed" background="01ff2f02egerdp.jpg"> <div> <I><B>Legenda</B></I></div> <div> <B>AGI</B>: Associazione Geotecnica Italiana</div> <div> <B>BS</B>: British Standard</div> <div> <B>ASTM</B>: American Society for Testing and Materials</div> <div> <B>UNI</B>: Ente Nazionale Italiano di Unificazione</div> <div> <B>ISRM</B>: International Society for Rock Mechanics</div> <div> <B>AASHTO</B>: American Association of State Highway and Transportation Officials</div> </td> <td valign="top" height=370 BGCOLOR="#FFFFFF" TEXT="#080000" bgproperties="fixed" background="022f0f03.jpg"> <div> <I>Normativa prove</I></div> <div> <TABLE BORDER="2" CELLPADDING="1" CELLSPACING="1" WIDTH="550" BORDERCOLORLIGHT="#C0C0C0" BORDERCOLORDARK="#808080" FRAME="BOX" RULES="ALL" ALIGN="BOTTOM" HSPACE="0" VSPACE="0" > <tR> <tD VALIGN=TOP HEIGHT= 16 ><NOBR><div> <B>Voce</B></div> </NOBR></tD> <tD VALIGN=TOP WIDTH="330"><div> <B>Descrizione</B></div> </tD> <tD VALIGN=TOP WIDTH="172"><div> <B>Normativa</B></div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> <B>1.</B></div> </tD> <tD VALIGN=TOP><NOBR><div> <B>APERTURA  CAMPIONI ED ESAMI PRELIMINARI</B></div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="172" HSPACE="0" VSPACE="0"></tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 33 WIDTH="28"><div> 1.1</div> <div> 1.2</div> </tD> <tD VALIGN=CENTER WIDTH="330"><div> Esami visivi, descrizione geotecnica ed eventuali misure con penetrometro e scissometro tascabili</div> </tD> <tD VALIGN=CENTER WIDTH="172"><div> AGI (1997 - cap.4)</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> <B>2. </B></div> </tD> <tD VALIGN=TOP WIDTH="330"><div> <B>PROPRIETÀ' INDICI</B></div> </tD> <tD VALIGN=TOP WIDTH="172"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="172" HSPACE="0" VSPACE="0"></tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 21 WIDTH="28"><div> 2.1</div> </tD> <tD VALIGN=TOP><NOBR><div> Determinazione del peso di volume naturale <FONT SIZE="2" COLOR="#000000" FACE="GreekC" >g</FONT><FONT SIZE="1" COLOR="#000000" FACE="Times New Roman" >nat</FONT></div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><div> BS 1377: 1975 Test 15</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 2.2</div> </tD> <tD VALIGN=TOP><NOBR><div> Determinazione del contenuto naturale d'acqua W</div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 2216-80 </div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 2.3</div> </tD> <tD VALIGN=TOP><NOBR><div> Determinazione del peso specifico reale o dei granuli G</div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 854 </div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 32 WIDTH="28"><div> 2.5</div> <bR> </tD> <tD VALIGN=TOP><NOBR><div> Determinazione dei Limiti di Atterberg o di Consistenza:</div> <div>  - limite di liquidità LL, limite di plasticità LP</div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><bR> <div> ASTM D 4318-84 </div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="28" HSPACE="0" VSPACE="0"></tD> <tD VALIGN=TOP WIDTH="330"><div>  - limite di ritiro LR</div> </tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 4943-89</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> <B>3. </B></div> </tD> <tD VALIGN=TOP WIDTH="330"><div> <B>ANALISI GRANULOMETRICHE</B></div> </tD> <tD VALIGN=TOP WIDTH="172"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="172" HSPACE="0" VSPACE="0"></tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 33 WIDTH="28"><div> 3.1</div> <div> 3.2</div> </tD> <tD VALIGN=TOP WIDTH="330"><div> Analisi granulometrica per via seccao via umida mediante vagliatura ai setacci</div> </tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 422-63</div> <div> UNI 8520-84</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 32 WIDTH="28"><div> 3.3</div> <bR> </tD> <tD VALIGN=CENTER><NOBR><div> Analisi granulometrica per sedimentazione con il metodo del</div> <div> densimetro</div> </NOBR></tD> <tD VALIGN=CENTER WIDTH="172"><div> ASTM D 422-63</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> <B>4. </B></div> </tD> <tD VALIGN=TOP WIDTH="330"><div> <B>PROVE DI TAGLIO DIRETTO</B></div> </tD> <tD VALIGN=TOP WIDTH="172"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="172" HSPACE="0" VSPACE="0"></tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 48 WIDTH="28"><div> 4.1</div> <div> 4.2</div> <div> 4.3</div> </tD> <tD VALIGN=TOP><NOBR><bR> <div> Prove nella scatola di taglio di Casagrande</div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><bR> <div> ASTM D 3080-72</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> <B>5. </B></div> </tD> <tD VALIGN=TOP><NOBR><div> <B>PROVA DI COMPRESSIONE SEMPLICE -  E.L.L.</B></div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="172" HSPACE="0" VSPACE="0"></tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 5.1</div> </tD> <tD VALIGN=TOP><NOBR><div> Prova di compressione ad espansione laterale libera</div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 2166-85</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> <B>6. </B></div> </tD> <tD VALIGN=TOP WIDTH="330"><div> <B>PROVE TRIASSIALI</B></div> </tD> <tD VALIGN=TOP WIDTH="172"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="172" HSPACE="0" VSPACE="0"></tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 6.1</div> </tD> <tD VALIGN=TOP WIDTH="330"><div> Prova non consolidata non drenata U.U.</div> </tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 2850-87</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 6.2</div> </tD> <tD VALIGN=TOP WIDTH="330"><div> Prova consolidata non drenata C.I.U.</div> </tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 4767-88</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 32 WIDTH="28"><div> 6.3</div> <div> 6.4</div> </tD> <tD VALIGN=CENTER><NOBR><div> Prova consolidata drenata C.I.D. su terreni granulari e coesivi</div> </NOBR></tD> <tD VALIGN=CENTER WIDTH="172"><div> AGI (1994 - cap.4)</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> <B>7. </B></div> </tD> <tD VALIGN=TOP><NOBR><div> <B>PROVE DI COMPRESSIBILITÀ' EDOMETRICA</B></div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="172" HSPACE="0" VSPACE="0"></tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 32 WIDTH="28"><div> 7.1</div> <div> 7.2</div> </tD> <tD VALIGN=CENTER><NOBR><div> Prova edometrica ad incrementi di carico controllati</div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 2435-80</div> <div> ASTM D 4186-86</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 7.4</div> </tD> <tD VALIGN=CENTER><NOBR><div> Determinazione della deformazione di rigonfiamento</div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 4546-85</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> <B>8. </B></div> </tD> <tD VALIGN=TOP WIDTH="330"><div> <B>PROVE DI COMPATTAZIONE E C.B.R.</B></div> </tD> <tD VALIGN=TOP WIDTH="172"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="172" HSPACE="0" VSPACE="0"></tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 8.1</div> </tD> <tD VALIGN=TOP WIDTH="330"><div> Prova di compattazione Proctor Standard </div> </tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 698-78</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 8.2</div> </tD> <tD VALIGN=TOP><NOBR><div> Prova di compattazione Proctor Modificata </div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 1557-78</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 8.4</div> </tD> <tD VALIGN=TOP><NOBR><div> Determinazione del Californian Bearing Ratio</div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 1883-87</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> <B>9. </B></div> </tD> <tD VALIGN=TOP WIDTH="330"><div> <B>PROVE DI PERMEABILITÀ'</B></div> </tD> <tD VALIGN=TOP WIDTH="172"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="172" HSPACE="0" VSPACE="0"></tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 9.1</div> </tD> <tD VALIGN=TOP WIDTH="330"><div> Prova di permeabilità a carico costante</div> </tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 2434-68</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 32 WIDTH="28"><div> 9.2</div> </tD> <tD VALIGN=CENTER><NOBR><div> Prova di permeabilità a carico variabile eseguita in cella</div> <div> edometrica</div> </NOBR></tD> <tD VALIGN=CENTER WIDTH="172"><div> -</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 9.4</div> </tD> <tD VALIGN=TOP><NOBR><div> Prova indiretta di permeabilità eseguita in cella edometrica</div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 4186-82</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> <B>10. </B></div> </tD> <tD VALIGN=TOP WIDTH="330"><div> <B>PROVE SU ROCCE LITOIDI</B></div> </tD> <tD VALIGN=TOP WIDTH="172"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="172" HSPACE="0" VSPACE="0"></tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 32 WIDTH="28"><div> 10.1</div> <div> 10.2</div> </tD> <tD VALIGN=CENTER WIDTH="330"><div> Determinazione del peso di volume</div> </tD> <tD VALIGN=CENTER WIDTH="172"><div> BS 1377: 1975 Test 15</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 10.3</div> </tD> <tD VALIGN=TOP WIDTH="330"><div> Determinazione del peso specifico reale G</div> </tD> <tD VALIGN=TOP WIDTH="172"><div> ASTM D 854</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 10.5</div> </tD> <tD VALIGN=TOP WIDTH="330"><div> Misura della dilatazione lineare termica</div> </tD> <tD VALIGN=TOP WIDTH="172"><div> ISRM</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 10.6</div> </tD> <tD VALIGN=TOP WIDTH="330"><div> Rottura a compressione monoassiale</div> </tD> <tD VALIGN=TOP WIDTH="172"><div> ISRM</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 10.7</div> </tD> <tD VALIGN=TOP WIDTH="330"><div> Prova di trazione indiretta (Brasiliana)</div> </tD> <tD VALIGN=TOP WIDTH="172"><div> ISRM</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 33 WIDTH="28"><div> 10.8</div> <bR> </tD> <tD VALIGN=CENTER WIDTH="330"><div> Determinazione dell'indice di resistenza puntuale (Point Load Strenght Index) </div> </tD> <tD VALIGN=CENTER WIDTH="172"><div> ISRM</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 10.9</div> </tD> <tD VALIGN=TOP><NOBR><div> Indagine sclerometrica (Schmidt test hammer tipo L)</div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><div> ISRM</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 32 ><NOBR><div> 10.10</div> <bR> </NOBR></tD> <tD VALIGN=CENTER><NOBR><div> Rilievo morfologico a piccola scala della rugosità delle</div> <div> superfici di discontinuità (Barton comb</div> </NOBR></tD> <tD VALIGN=CENTER WIDTH="172"><div> ISRM</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> <B>11.</B></div> </tD> <tD VALIGN=TOP WIDTH="330"><div> <B>DETERMINAZIONI PARTICOLARI</B></div> </tD> <tD VALIGN=TOP WIDTH="172"><IMG BORDER="0" SRC="1x1.gif" HEIGHT="16" ALIGN="bottom" WIDTH="172" HSPACE="0" VSPACE="0"></tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 11.1</div> </tD> <tD VALIGN=TOP WIDTH="330"><div> Classificazione stradale</div> </tD> <tD VALIGN=TOP WIDTH="172"><div> AASHTO - UNI 10006</div> </tD> </tR> <tR> <tD VALIGN=TOP HEIGHT= 16 WIDTH="28"><div> 11.2</div> </tD> <tD VALIGN=TOP><NOBR><div> Determinazione del contenuto di Carbonio Organico</div> </NOBR></tD> <tD VALIGN=TOP WIDTH="172"><div> Gaudette (1974)</div> </tD> </tR> </TABLE></div> <bR> </td> </tr></table></body>