Dati di base - Unione dei Comuni del Pratomagno

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COMUNE DI PIAN DI SCÒ (PROVINCIA DI AREZZO) SCHEDE DEI DATI DI BASE Numero: 020bis Località: Via Carducci Tipo e numero: n. 1 Prova penetrometrica statica CPT n. 1 Prova penetrometrica dinamica DPSH n. 1 Indagine sismica a rifrazione
Committente: Località: Intervento: Data: Dott. Filippo Sottani Certificato n°: Pian di Sco UTM (WGS 84) Ampliamento 21/4/10 Precisione (m) Prova 1 Tabella riassuntiva 21/04/10-1 Livello freatico (m) da p.c. n.p. Dati di campagna kg/cm 2 M MPa Profondità Punta P+L (P+L)-P litologia Rp MPa RL MPa Rp/RL σvo kPa γ kΝ/m 3 Su kPa Argilla Limo Dr% φ' Et 0.2 0 0.00 3.118 15.59 0.4 22 30 8 2.2 0.05 41.3 6.808 18.45 - -- 9.90 95 23.83 51.33 0.6 17 23 6 1.7 0.04 42.5 10.368 17.80 - -- 2.55 82 22.04 39.67 0.8 18 25 7 1.8 0.05 38.6 13.954 17.93 - -- 2.70 79 22.44 42.00 1 17 23 6 1.7 0.04 42.5 17.514 17.80 - -- 2.55 74 22.04 39.67 1.2 30 50 20 3 0.13 22.5 21.412 19.49 99.29 5.25 -- 88 25.91 70.00 1.4 100 110 10 10 0.07 70.0 25.812 22.00 - -- -- 100 33.34 233.33 1.6 66 129 63 6.6 0.42 15.7 30.212 22.00 218.99 11.55 -- 100 30.90 154.00 1.8 92 138 46 9.2 0.31 30.0 34.612 22.00 305.51 -- 41.40 100 32.86 214.67 2 91 162 71 9.1 0.47 19.2 39.012 22.00 302.03 15.93 -- 100 32.80 212.33 2.2 350 370 20 35 0.13 70.0 43.412 22.00 - -- -- 100 39.92 816.67 2.4 0 1 1 0 0.01 0.0 46.53 15.59 -1.55 -- -- ##### - 0.00 2.6 0 1 1 0 0.01 0.0 49.648 15.59 -1.65 -- -- ##### - 0.00 2.8 0 1 1 0 0.01 0.0 52.766 15.59 -1.76 -- -- ##### - 0.00 3 0 1 1 0 0.01 0.0 55.884 15.59 -1.86 -- -- ##### - 0.00 3.2 0 1 1 0 0.01 0.0 59.002 15.59 -1.97 -- -- ##### - 0.00 3.4 0 1 1 0 0.01 0.0 62.12 15.59 -2.07 -- -- ##### - 0.00 3.6 0 1 1 0 0.01 0.0 65.238 15.59 -2.17 -- -- ##### - 0.00 3.8 0 1 1 0 0.01 0.0 68.356 15.59 -2.28 -- -- ##### - 0.00 4 0 1 1 0 0.01 0.0 71.474 15.59 -2.38 -- -- ##### - 0.00 4.2 0 1 1 0 0.01 0.0 74.592 15.59 -2.49 -- -- ##### - 0.00 4.4 0 1 1 0 0.01 0.0 77.71 15.59 -2.59 -- -- ##### - 0.00 4.6 0 1 1 0 0.01 0.0 80.828 15.59 -2.69 -- -- ##### - 0.00 4.8 0 1 1 0 0.01 0.0 83.946 15.59 -2.80 -- -- ##### - 0.00 5 0 1 1 0 0.01 0.0 87.064 15.59 -2.90 -- -- ##### - 0.00 5.2 0 1 1 0 0.01 0.0 90.182 15.59 -3.01 -- -- ##### - 0.00 5.4 0 1 1 0 0.01 0.0 93.3 15.59 -3.11 -- -- ##### - 0.00 5.6 0 1 1 0 0.01 0.0 96.418 15.59 -3.21 -- -- ##### - 0.00 5.8 0 1 1 0 0.01 0.0 99.536 15.59 -3.32 -- -- ##### - 0.00 6 0 1 1 0 0.01 0.0 102.654 15.59 -3.42 -- -- ##### - 0.00 6.2 0 1 1 0 0.01 0.0 105.772 15.59 -3.53 -- -- ##### - 0.00 6.4 0 1 1 0 0.01 0.0 108.89 15.59 -3.63 -- -- ##### - 0.00 6.6 0 1 1 0 0.01 0.0 112.008 15.59 -3.73 -- -- ##### - 0.00 6.8 0 1 1 0 0.01 0.0 115.126 15.59 -3.84 -- -- ##### - 0.00 7 0 1 1 0 0.01 0.0 118.244 15.59 -3.94 -- -- ##### - 0.00 7.2 0 1 1 0 0.01 0.0 121.362 15.59 -4.05 -- -- ##### - 0.00 7.4 0 1 1 0 0.01 0.0 124.48 15.59 -4.15 -- -- ##### - 0.00 7.6 0 1 1 0 0.01 0.0 127.598 15.59 -4.25 -- -- ##### - 0.00 7.8 0 1 1 0 0.01 0.0 130.716 15.59 -4.36 -- -- ##### - 0.00 8 0 1 1 0 0.01 0.0 133.834 15.59 -4.46 -- -- ##### - 0.00 8.2 0 1 1 0 0.01 0.0 136.952 15.59 -4.57 -- -- ##### - 0.00 8.4 0 1 1 0 0.01 0.0 140.07 15.59 -4.67 -- -- ##### - 0.00 8.6 0 1 1 0 0.01 0.0 143.188 15.59 -4.77 -- -- ##### - 0.00 8.8 0 1 1 0 0.01 0.0 146.306 15.59 -4.88 -- -- ##### - 0.00 9 0 1 1 0 0.01 0.0 149.424 15.59 -4.98 -- -- ##### - 0.00 9.2 0 1 1 0 0.01 0.0 152.542 15.59 -5.08 -- -- ##### - 0.00 9.4 0 1 1 0 0.01 0.0 155.66 15.59 -5.19 -- -- ##### - 0.00 9.6 0 1 1 0 0.01 0.0 158.778 15.59 -5.29 -- -- ##### - 0.00 9.8 0 1 1 0 0.01 0.0 161.896 15.59 -5.40 -- -- ##### - 0.00 10 0 1 1 0 0.00667 0 165.014 15.59 -5.5005 -- -- ##### - 0 10.2 0 1 1 0 0.00667 0 168.132 15.59 -5.6044 -- -- ##### - 0 10.4 0 1 1 0 0.00667 0 171.25 15.59 -5.7083 -- -- ##### - 0 10.6 0 1 1 0 0.01 0.0 174.368 15.59 -5.81 -- -- ##### - 0.00 10.8 0 1 1 0 0.01 0.0 177.486 15.59 -5.92 -- -- ##### - 0.00
Page 4 and 5: Committente: Località: Intervento:
Page 6 and 7: Committente: Località: Intervento:
Page 8 and 9: Alberto Iotti Geologo Tel - 3485844
Page 10 and 11: 1 PREMESSA 3 2 INDAGINI SISMICHE 4
Page 12 and 13: 2 Indagini sismiche Le onde elastic
Page 14 and 15: • sismografo: DOLANG, 24 canali,
Page 16 and 17: Figura 2 - Dromocrone stendimento S
Page 28 and 29: COMUNE DI PIAN DI SCÒ (PROVINCIA D
Page 30 and 31: TECNA Via Ser Gorello, 11/a 52100 A
Page 40 and 41: GALILEO GEOFISICA - Piazza Giotto 8
Page 50 and 51: 100 95 90 85 80 75 70 fig.1 MASW 42
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LEGENDA AA'=sismica a rifrazione in
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FUNZIONE DI TRASFERIMENTO DEL SITO
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COMUNE DI PIAN DI SCÒ (PROVINCIA D
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TECNA Via Ser Gorello, 11/a 52100 A
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Sondaggio S1 - 10.0 - 15.0 m Sondag
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Sondaggio S1 - 30.0 - 33.5.0 m
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INDICE GENERALE TABELLA RIASSUNTIVA
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DESCRIZIONE E RIPRESA FOTOGRAFICA D
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Committente GHEA srl pagina 2 di 2
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Committente Cantiere GHEA srl Faell
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Committente Ghea srl Pag. 1 di 1 Ca
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UNCONFINED COMPRESSION TEST Ref. St
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DETERMINATION OF SHEAR STRENGTH BY
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Project location Faella - Pian di S
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Committente GHEA srl pagina 1 di 2
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UNCONFINED COMPRESSION TEST Ref. St
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Project location Faella -Pian di Sc
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GeoEcho Indagini Geofisiche PREMESS
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GeoEcho Indagini Geofisiche Con que
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GeoEcho Indagini Geofisiche 4. Vien
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GeoEcho Indagini Geofisiche Sismogr
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GeoEcho Indagini Geofisiche ___ Ond
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GeoEcho Indagini Geofisiche _______
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GeoEcho Indagini Geofisiche CALCOLO
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GeoEcho Indagini Geofisiche PROVA D
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GeoEcho Indagini Geofisiche Con que
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GeoEcho Indagini Geofisiche DOCUMEN
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Traveltime (ms.) GeoEcho Indagini G
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profondità (metri) GeoEcho Indagin
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Ubicazione indagini su estratto del
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Studio Associato di Geologia Applic
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Dott. Geol. Alberto Iotti - n° 143
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Figura 2 - Tracce dei dati acquisit
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Figura 6 - Andamento della velocit
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Dati di base - Unione dei Comuni del Pratomagno

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