Dati di base - Unione dei Comuni del Pratomagno
Dati di base - Unione dei Comuni del Pratomagno Dati di base - Unione dei Comuni del Pratomagno
TECNA Via Ser Gorello, 11/a 52100 AREZZO tel. 0575 / 323501 - fax 0575 / 22730 - cell. 0348 / 7007360 Rifer. 010-11 PROVA PENETROMETRICA STATICA CPT 2 DIAGRAMMA DI RESISTENZA 2.010496-013 - committente : Ghea Engineering & Consulting Srl - data : 05/04/2011 - lavoro : Realizzazione di edificio produttivo - quota inizio : Piano Campagna - località : Area P.I.P., Faella, Comune di Piandiscò (Ar) - prof. falda : Falda non rilevata - note : Ancoraggio difficoltoso riporto superficiale - scala vert.: 1 : 100 Rp (kg/cm²) RL (kg/cm²) 0 20 40 60 80 100 120 140 160 180 200 0,0 2,0 4,0 6,0 0,0 0,0 m. m. 1,0 1,0 2,0 2,0 3,0 3,0 4,0 4,0 5,0 5,0 6,0 6,0 7,0 7,0 8,0 8,0 9,0 9,0 10,0 10,0 11,0 11,0 12,0 12,0 13,0 13,0 14,0 14,0 15,0 15,0 16,0 16,0 17,0 17,0 18,0 18,0 19,0 19,0 20,0 20,0 0 20 40 60 80 100 120 140 160 180 200 0,0 2,0 4,0 6,0 Software by: Dr.D.Merlin - 0425/840820 e-mail: tecnafon@technet.it
TECNA Via Ser Gorello, 11/a 52100 AREZZO tel. 0575 / 323501 - fax 0575 / 22730 - cell. 0348 / 7007360 Rifer. 010-11 PROVA PENETROMETRICA STATICA CPT 3 DIAGRAMMA DI RESISTENZA 2.010496-013 - committente : Ghea Engineering & Consulting Srl - data : 05/04/2011 - lavoro : Realizzazione di edificio produttivo - quota inizio : Piano Campagna - località : Area P.I.P., Faella, Comune di Piandiscò (Ar) - prof. falda : -3,20 m da quota inizio - note : Prova non conlusa causa rifiuto Rt : 810 kg/cm² - scala vert.: 1 : 100 Rp (kg/cm²) RL (kg/cm²) 0 20 40 60 80 100 120 140 160 180 200 0,0 2,0 4,0 6,0 0,0 0,0 m. m. 1,0 1,0 2,0 2,0 3,0 Falda :-3,20m 3,0 4,0 4,0 5,0 5,0 6,0 6,0 7,0 7,0 8,0 8,0 9,0 9,0 10,0 10,0 11,0 11,0 12,0 12,0 13,0 13,0 14,0 14,0 15,0 15,0 16,0 16,0 17,0 17,0 18,0 18,0 19,0 19,0 20,0 20,0 0 20 40 60 80 100 120 140 160 180 200 0,0 2,0 4,0 6,0 Software by: Dr.D.Merlin - 0425/840820 e-mail: tecnafon@technet.it
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- Page 101 and 102: Committente Cantiere GHEA srl Faell
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- Page 149 and 150: GeoEcho Indagini Geofisiche PREMESS
- Page 151 and 152: GeoEcho Indagini Geofisiche Con que
- Page 153 and 154: GeoEcho Indagini Geofisiche 4. Vien
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- Page 159 and 160: GeoEcho Indagini Geofisiche _______
- Page 161 and 162: GeoEcho Indagini Geofisiche CALCOLO
- Page 163 and 164: GeoEcho Indagini Geofisiche PROVA D
- Page 165 and 166: GeoEcho Indagini Geofisiche Con que
- Page 167 and 168: GeoEcho Indagini Geofisiche DOCUMEN
- Page 169 and 170: Traveltime (ms.) GeoEcho Indagini G
- Page 171 and 172: profondità (metri) GeoEcho Indagin
- Page 173: COMUNE DI PIAN DI SCÒ (PROVINCIA D
TECNA<br />
Via Ser Gorello, 11/a 52100 AREZZO<br />
tel. 0575 / 323501 - fax 0575 / 22730 - cell. 0348 / 7007360 Rifer. 010-11<br />
PROVA PENETROMETRICA STATICA CPT 3<br />
DIAGRAMMA DI RESISTENZA 2.010496-013<br />
- committente : Ghea Engineering & Consulting Srl - data : 05/04/2011<br />
- lavoro : Realizzazione <strong>di</strong> e<strong>di</strong>ficio produttivo - quota inizio : Piano Campagna<br />
- località : Area P.I.P., Faella, Comune <strong>di</strong> Pian<strong>di</strong>scò (Ar) - prof. falda : -3,20 m da quota inizio<br />
- note : Prova non conlusa causa rifiuto Rt : 810 kg/cm² - scala vert.: 1 : 100<br />
Rp (kg/cm²)<br />
RL (kg/cm²)<br />
0 20 40 60 80 100 120 140 160 180 200 0,0 2,0 4,0 6,0<br />
0,0 0,0<br />
m. m.<br />
1,0 1,0<br />
2,0 2,0<br />
3,0<br />
Falda :-3,20m<br />
3,0<br />
4,0 4,0<br />
5,0 5,0<br />
6,0 6,0<br />
7,0 7,0<br />
8,0 8,0<br />
9,0 9,0<br />
10,0 10,0<br />
11,0 11,0<br />
12,0 12,0<br />
13,0 13,0<br />
14,0 14,0<br />
15,0 15,0<br />
16,0 16,0<br />
17,0 17,0<br />
18,0 18,0<br />
19,0 19,0<br />
20,0 20,0<br />
0 20 40 60 80 100 120 140 160 180 200 0,0 2,0 4,0 6,0<br />
Software by: Dr.D.Merlin - 0425/840820<br />
e-mail: tecnafon@technet.it
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