Transcript Leggi ancora

Geologia Ferrara S.n.c.
via dell´Artigianato, civ.2 - 44030 Ro Ferrarese (FE)
Tel. 3383646278 - email: [email protected] - www.geofe.it
CPT
PROVA PENETROMETRICA STATICA MECCANICA
LETTURE CAMPAGNA E VALORI TRASFORMATI
Committente:
Cantiere:
Località:
riferimento
U.M.:
xxx
xxx
xxx
kg/cm²
Pagina:
Elaborato:
Data esec.:
1
xxx
03/07/2014
1
Falda:
-2.45 m da p.c.
H
L1
L2
Lt
qc
fs
F
Rf
H
L1
L2
Lt
qc
fs
F
Rf
m
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
1.80
2.00
2.20
2.40
2.60
2.80
3.00
3.20
3.40
3.60
3.80
4.00
4.20
4.40
4.60
4.80
5.00
5.20
5.40
5.60
5.80
6.00
6.20
6.40
6.60
6.80
7.00
7.20
7.40
7.60
7.80
8.00
8.20
8.40
8.60
8.80
9.00
9.20
9.40
9.60
9.80
10.00
10.20
10.40
10.60
10.80
11.00
11.20
11.40
11.60
11.80
12.00
12.20
12.40
12.60
12.80
13.00
13.20
13.40
13.60
13.80
14.00
14.20
14.40
14.60
14.80
15.00
0.0
41.0
45.0
21.0
19.0
21.0
17.0
19.0
14.0
12.0
13.0
11.0
8.0
6.0
6.0
8.0
9.0
8.0
9.0
6.0
7.0
6.0
8.0
8.0
8.0
9.0
8.0
8.0
8.0
8.0
7.0
9.0
10.0
9.0
9.0
7.0
6.0
7.0
6.0
7.0
6.0
10.0
9.0
8.0
9.0
9.0
9.0
7.0
6.0
5.0
6.0
6.0
9.0
10.0
9.0
9.0
11.0
9.0
9.0
13.0
19.0
23.0
45.0
73.0
35.0
41.0
75.0
97.0
121.0
137.0
118.0
93.0
84.0
90.0
98.0
0.0
71.0
79.0
40.0
36.0
41.0
33.0
38.0
29.0
24.0
25.0
21.0
16.0
13.0
12.0
16.0
18.0
15.0
17.0
12.0
14.0
12.0
16.0
16.0
16.0
18.0
17.0
16.0
16.0
17.0
16.0
20.0
21.0
18.0
18.0
15.0
14.0
16.0
13.0
15.0
13.0
20.0
17.0
15.0
18.0
18.0
18.0
14.0
12.0
10.0
12.0
12.0
18.0
21.0
18.0
17.0
21.0
17.0
18.0
26.0
37.0
43.0
77.0
105.0
67.0
71.0
109.0
139.0
161.0
169.0
156.0
137.0
132.0
135.0
144.0
-
kg/cm²
0
41
45
21
19
21
17
19
14
12
13
11
8
6
6
8
9
8
9
6
7
6
8
8
8
9
8
8
8
8
7
9
10
9
9
7
6
7
6
7
6
10
9
8
9
9
9
7
6
5
6
6
9
10
9
9
11
9
9
13
19
23
45
73
35
41
75
97
121
137
118
93
84
90
98
kg/cm²
2.00
2.27
1.27
1.13
1.33
1.07
1.27
1.00
0.80
0.80
0.67
0.53
0.47
0.40
0.53
0.60
0.47
0.53
0.40
0.47
0.40
0.53
0.53
0.53
0.60
0.60
0.53
0.53
0.60
0.60
0.73
0.73
0.60
0.60
0.53
0.53
0.60
0.47
0.53
0.47
0.67
0.53
0.47
0.60
0.60
0.60
-
%
m
15.20
15.40
15.60
15.80
16.00
16.20
16.40
16.60
16.80
17.00
17.20
17.40
17.60
17.80
18.00
18.20
18.40
18.60
18.80
19.00
19.20
19.40
19.60
19.80
20.00
20.20
20.40
20.60
20.80
21.00
21.20
21.40
21.60
21.80
22.00
22.20
22.40
22.60
22.80
23.00
23.20
23.40
23.60
23.80
24.00
24.20
24.40
24.60
24.80
25.00
25.20
25.40
25.60
25.80
26.00
26.20
26.40
26.60
26.80
27.00
27.20
27.40
27.60
27.80
28.00
28.20
28.40
28.60
28.80
29.00
29.20
29.40
29.60
29.80
30.00
84.0
78.0
79.0
81.0
85.0
92.0
113.0
126.0
143.0
148.0
153.0
149.0
147.0
151.0
159.0
124.0
119.0
123.0
127.0
135.0
152.0
187.0
183.0
141.0
154.0
157.0
194.0
197.0
203.0
141.0
136.0
131.0
135.0
162.0
173.0
185.0
187.0
194.0
181.0
209.0
232.0
247.0
209.0
181.0
232.0
209.0
181.0
194.0
187.0
173.0
185.0
173.0
152.0
141.0
154.0
152.0
154.0
152.0
157.0
197.0
203.0
142.0
136.0
162.0
135.0
173.0
162.0
173.0
162.0
173.0
154.0
141.0
152.0
173.0
185.0
134.0
116.0
118.0
123.0
137.0
142.0
154.0
165.0
177.0
184.0
191.0
185.0
182.0
189.0
195.0
162.0
159.0
160.0
165.0
169.0
188.0
232.0
225.0
175.0
192.0
195.0
236.0
239.0
247.0
174.0
164.0
159.0
163.0
204.0
221.0
229.0
232.0
236.0
223.0
251.0
276.0
293.0
251.0
223.0
276.0
251.0
223.0
236.0
232.0
221.0
229.0
221.0
188.0
175.0
192.0
188.0
192.0
188.0
195.0
236.0
247.0
174.0
164.0
204.0
163.0
221.0
204.0
221.0
204.0
221.0
192.0
175.0
188.0
221.0
229.0
-
kg/cm²
84
78
79
81
85
92
113
126
143
148
153
149
147
151
159
124
119
123
127
135
152
187
183
141
154
157
194
197
203
141
136
131
135
162
173
185
187
194
181
209
232
247
209
181
232
209
181
194
187
173
185
173
152
141
154
152
154
152
157
197
203
142
136
162
135
173
162
173
162
173
154
141
152
173
185
kg/cm²
2.53
2.60
2.80
3.47
3.33
2.73
2.60
2.27
2.40
2.53
2.40
2.33
2.53
2.40
2.53
2.67
2.47
2.53
2.27
2.40
3.00
2.80
2.27
2.53
2.53
2.80
2.80
2.93
2.20
1.87
1.87
1.87
2.80
3.20
2.93
3.00
2.80
2.80
2.80
2.93
3.07
2.80
2.80
2.93
2.80
2.80
2.80
3.00
3.20
2.93
3.20
2.40
2.27
2.53
2.40
2.53
2.40
2.53
2.60
2.93
2.13
1.87
2.80
1.87
3.20
2.80
3.20
2.80
3.20
2.53
2.27
2.40
3.20
2.93
-
%
33
30
28
23
26
34
43
56
60
58
64
64
58
63
63
46
48
49
56
56
51
67
81
56
61
56
69
67
92
75
73
70
48
51
59
62
67
69
65
71
76
88
75
62
83
75
65
65
58
59
58
72
67
56
64
60
64
60
60
67
95
76
49
87
42
62
51
62
51
68
68
59
48
59
3.0
3.3
3.5
4.3
3.9
3.0
2.3
1.8
1.7
1.7
1.6
1.6
1.7
1.6
1.6
2.2
2.1
2.1
1.8
1.8
2.0
1.5
1.2
1.8
1.6
1.8
1.4
1.5
1.1
1.3
1.4
1.4
2.1
2.0
1.7
1.6
1.5
1.4
1.5
1.4
1.3
1.1
1.3
1.6
1.2
1.3
1.5
1.5
1.7
1.7
1.7
1.4
1.5
1.8
1.6
1.7
1.6
1.7
1.7
1.5
1.0
1.3
2.1
1.2
2.4
1.6
2.0
1.6
2.0
1.5
1.5
1.7
2.1
1.7
H = profondità
L1 = prima lettura (punta)
L2 = seconda lettura (punta + laterale)
Lt = terza lettura (totale)
CT =10.00 costante di trasformazione
0.40
0.33
0.40
0.40
0.60
0.73
0.60
0.53
0.67
0.53
0.60
0.87
1.20
1.33
2.13
2.13
2.13
2.00
2.27
2.80
2.67
2.13
2.53
2.93
3.20
3.00
3.07
3.33
0
18
35
19
14
20
13
19
18
15
19
21
17
15
11
13
19
15
23
13
18
11
15
15
13
15
15
15
13
13
10
12
17
15
17
13
10
15
11
15
9
19
19
13
15
15
5.5
2.8
5.4
7.0
5.1
7.5
5.3
5.7
6.7
5.2
4.8
5.9
6.7
8.8
7.5
5.2
6.6
4.4
7.8
5.7
8.8
6.6
6.6
7.5
6.7
6.6
6.6
7.5
7.5
10.4
8.1
6.0
6.7
5.9
7.6
10.0
6.7
8.8
6.7
11.2
5.3
5.2
7.5
6.7
6.7
18
18
13
15
10
12
17
17
13
21
15
10
11
14
11
21
34
18
18
27
36
57
54
40
29
28
29
29
5.7
5.5
8.0
6.7
10.0
8.1
6.0
5.9
7.4
4.8
6.7
9.7
9.2
7.0
9.3
4.7
2.9
5.7
5.5
3.7
2.8
1.8
1.8
2.5
3.4
3.6
3.4
3.4
qc = resistenza di punta
fs = resistenza laterale calcolata
0.20 m sopra quota qc
F = rapporto Begemann (qc / fs)
Rf = rapporto Schmertmann (fs / qc)*100
FON066
Software by dott. Geol. Diego Merlin 0425-840820
Geologia Ferrara S.n.c.
via dell´Artigianato, civ.2 - 44030 Ro Ferrarese (FE)
Tel. 3383646278 - email: [email protected] - www.geofe.it
CPT
PROVA PENETROMETRICA STATICA MECCANICA
DIAGRAMMI DI RESISTENZA E LITOLOGIA
Committente:
Cantiere:
Località:
m0
qc
20
U.M.:
kg/cm²
Scala:
1:150
Pagina:
1
Elaborato:
xxx
xxx
xxx
40
riferimento
60
80
100
120
140
160
180
200
1
2
4.0
6.0
30
kg/cm² 2.0
4.0
6.0
fs
03/07/2014
Quota inizio: Piano Campagna
Falda: -2.45 m da p.c.
2.0
0
Coesive / Torbose
Coesive
Granulari
Coesive / Granulari
Data esec.:
1
xxx
litostratigrafia
1
2
-2.45
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
203
21
21
22
22
23
209
232
247
209
23
24
232
209
24
25
25
26
26
27
203
27
28
28
29
29
30
kg/cm² 20
40
60
80
100
120
140
160
180
200
Litologia:
Begemann [qc + qc/fs] 4 Zone
Preforo:
Penetrometro:
TG63-200S
Corr.astine: kg/ml
Responsabile:
Dott.Geol. Zanella Fabio
Assistente:
Sig. Alberto Mangherini
m
Cod. punta:
FON066
Software by dott. Geol. Diego Merlin 0425-840820
Geologia Ferrara S.n.c.
via dell´Artigianato, civ.2 - 44030 Ro Ferrarese (FE)
Tel. 3383646278 - email: [email protected] - www.geofe.it
CPT
PROVA PENETROMETRICA STATICA MECCANICA
DIAGRAMMI LITOLOGIA
0
U.M.:
kg/cm²
Scala:
1:150
Pagina:
1
Elaborato:
xxx
xxx
xxx
BEGEMANN (classica)
15
30
60
120
0
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
TORBE / ARGILLE ORGANICHE
1
21
22
23
24
SABBIE e/o GHIAIE
20
19
SABBIE
19
18
LIMI e/o SABBIE
18
17
ARGILLE e/o LIMI
17
20
21
22
23
24
25
25
26
26
27
27
28
28
29
29
30
qc/fs
Torbe / Argille org. :
Argille e/o Limi :
Limi e/o Sabbie :
15
25 punti, 16.78%
20 punti, 13.42%
1 punti, 0.67%
30
60
Argilla Organica e terreni misti:
Argilla (inorganica) media consist.:
Argilla (inorganica) consistente:
Argilla (inorganica) molto consist.:
Falda:
03/07/2014
-2.45 m da p.c.
SCHMERTMANN
30
120
45 punti,
3 punti,
5 punti,
8 punti,
Data esec.:
1
xxx
Argilla Organica e terreni misti
Argilla (inorganica) molto tenera
Argilla (inorganica) tenera
Argilla (inorganica) di media consistenza
Argilla (inorganica) consistente
Argilla (inorganica) molto consistente
Argilla Sabbiosa e Limosa
Sabbia e Limo / Sabbia e limo argilloso
Sabbia sciolta
Sabbia mediamente addensata
Sabbia densa o cementata
Sabbia con molti fossili, calcareniti
Committente:
Cantiere:
Località:
riferimento
qc
30.20%
2.01%
3.36%
5.37%
qc - fs/qc
Argilla Sabbiosa e Limosa:
Sabbia e Limo / Sabbia e limo arg.:
Sabbia densa o cementata:
3 punti,
17 punti,
66 punti,
2.01%
11.41%
44.30%
FON066
Software by dott. Geol. Diego Merlin 0425-840820
Geologia Ferrara S.n.c.
via dell´Artigianato, civ.2 - 44030 Ro Ferrarese (FE)
Tel. 3383646278 - email: [email protected] - www.geofe.it
Committente:
Cantiere:
Località:
Prof.
qc
m
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
1.80
2.00
2.20
2.40
2.60
2.80
3.00
3.20
3.40
3.60
3.80
4.00
4.20
4.40
4.60
4.80
5.00
5.20
5.40
5.60
5.80
6.00
6.20
6.40
6.60
6.80
7.00
7.20
7.40
7.60
7.80
8.00
8.20
8.40
8.60
8.80
9.00
9.20
9.40
9.60
9.80
10.00
10.20
10.40
10.60
10.80
11.00
11.20
11.40
11.60
11.80
12.00
12.20
12.40
12.60
12.80
13.00
13.20
13.40
13.60
13.80
14.00
14.20
14.40
14.60
14.80
15.00
15.20
15.40
15.60
15.80
16.00
16.20
16.40
16.60
16.80
17.00
17.20
17.40
17.60
17.80
18.00
18.20
18.40
18.60
18.80
19.00
19.20
19.40
19.60
19.80
20.00
U.M.
-41
45
21
19
21
17
19
14
12
13
11
8
6
6
8
9
8
9
6
7
6
8
8
8
9
8
8
8
8
7
9
10
9
9
7
6
7
6
7
6
10
9
8
9
9
9
7
6
5
6
6
9
10
9
9
11
9
9
13
19
23
45
73
35
41
75
97
121
137
118
93
84
90
98
84
78
79
81
85
92
113
126
143
148
153
149
147
151
159
124
119
123
127
135
152
187
183
141
154
-18
35
19
14
20
13
19
18
15
19
21
17
15
11
13
19
15
23
13
18
11
15
15
13
15
15
15
13
13
10
12
17
15
17
13
10
15
11
15
9
19
19
13
15
15
-18
18
13
15
10
12
17
17
13
21
15
10
11
14
11
21
34
18
18
27
36
57
54
40
29
28
29
29
33
30
28
23
26
34
43
56
60
58
64
64
58
63
63
46
48
49
56
56
51
67
81
56
61
zone
4
3
4
2
4
2
2
2
2
2
2
2
1
1
2
2
2
2
1
2
1
2
2
2
2
2
2
2
2
1
2
2
2
2
1
1
1
1
1
1
2
2
2
2
2
3
2
2
1
1
1
2
2
2
2
2
2
2
2
2
4
4
3
4
4
4
3
3
3
3
4
4
4
4
3
4
4
4
4
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
NATURA COESIVA
γ'
σ'vo
Vs
Cu
t/m³
1.85
2.00
1.91
1.93
1.99
1.93
1.97
1.99
1.94
1.92
1.93
1.91
0.86
0.46
0.46
0.86
0.88
0.86
0.88
0.46
0.84
0.46
0.86
0.86
0.86
0.88
0.86
0.86
0.86
0.86
0.46
0.88
0.90
0.88
0.88
0.46
0.46
0.46
0.46
0.46
0.46
0.90
0.88
0.86
0.88
0.88
0.82
0.84
0.82
0.46
0.46
0.46
0.88
0.90
0.88
0.88
0.91
0.88
0.88
0.93
0.99
0.94
1.00
0.96
0.98
1.00
1.03
1.00
1.03
1.06
1.03
1.04
1.04
1.04
1.05
0.97
1.03
1.03
1.03
1.04
0.99
1.02
1.04
1.06
1.07
1.08
1.07
1.07
1.08
1.09
1.04
1.03
1.03
1.04
1.05
1.08
1.13
1.12
1.06
1.08
U.M.
0.04
0.08
0.12
0.15
0.19
0.23
0.27
0.31
0.35
0.39
0.43
0.47
0.48
0.49
0.50
0.52
0.54
0.55
0.57
0.58
0.60
0.61
0.62
0.64
0.66
0.68
0.69
0.71
0.73
0.74
0.75
0.77
0.79
0.81
0.82
0.83
0.84
0.85
0.86
0.87
0.88
0.90
0.91
0.93
0.95
0.97
0.98
1.00
1.02
1.03
1.04
1.04
1.06
1.08
1.10
1.12
1.13
1.15
1.17
1.19
1.21
1.23
1.25
1.26
1.28
1.30
1.32
1.34
1.37
1.39
1.41
1.43
1.45
1.47
1.49
1.51
1.53
1.55
1.57
1.59
1.61
1.63
1.65
1.67
1.70
1.72
1.74
1.76
1.78
1.80
1.82
1.85
1.87
1.89
1.91
1.93
1.95
1.97
2.00
2.02
m/s
-224
232
174
168
174
161
168
150
141
145
137
121
109
109
121
127
121
127
109
115
109
121
121
121
127
121
121
121
121
115
127
132
127
127
115
109
115
109
115
109
132
127
121
127
127
127
115
109
101
109
109
127
132
127
127
137
127
127
145
168
180
232
279
211
224
282
310
337
353
334
305
294
302
311
294
286
287
290
295
304
329
342
359
364
368
365
363
367
374
340
335
339
343
351
368
397
394
357
369
U.M.
-1.37
-0.82
0.78
0.82
0.72
0.78
0.64
0.57
0.60
0.54
0.40
0.30
0.30
0.40
0.45
0.40
0.45
0.30
0.35
0.30
0.40
0.40
0.40
0.45
0.40
0.40
0.40
0.40
0.35
0.45
0.50
0.45
0.45
0.35
0.30
0.35
0.30
0.35
0.30
0.50
0.45
0.40
0.45
0.45
-0.35
0.30
0.25
0.30
0.30
0.45
0.50
0.45
0.45
0.54
0.45
0.45
0.60
0.78
0.87
1.50
-1.17
1.37
2.50
----3.10
2.80
3.00
3.27
-2.60
2.63
2.70
2.83
---------------------
OCR
%
-99.9
-51.1
35.6
30.6
21.4
19.6
13.2
10.2
9.7
7.5
5.0
3.4
3.3
4.5
5.0
4.2
4.7
2.8
3.2
2.6
3.6
3.5
3.4
3.8
3.2
3.1
3.0
2.9
2.4
3.2
3.6
3.0
2.9
2.1
1.7
2.1
1.7
2.0
1.6
3.0
2.6
2.2
2.5
2.4
-1.7
1.4
1.1
1.3
1.3
2.1
2.4
2.1
2.0
2.5
1.9
1.9
2.7
3.6
4.1
7.9
-5.6
6.7
13.9
----16.5
14.3
15.3
16.7
-12.2
12.2
12.3
12.9
---------------------
Eu50
U.M.
-232.3
-140.0
131.8
140.0
123.0
131.8
108.2
97.1
103.5
113.9
133.3
26.9
27.6
144.4
147.7
154.4
158.7
31.7
166.2
32.7
175.9
180.5
184.6
190.2
192.0
195.1
198.1
200.7
39.6
214.4
222.6
221.0
223.8
41.3
37.1
41.6
37.3
41.9
37.4
245.7
235.8
220.0
239.4
241.1
-201.3
176.5
32.4
38.3
38.4
248.3
268.3
250.5
251.5
285.6
253.4
254.2
312.0
340.7
342.1
299.9
-347.0
333.4
425.0
----527.0
476.0
510.0
555.3
-442.0
447.7
459.0
481.7
---------------------
Eu25
U.M.
-348.5
-210.0
197.8
210.0
184.5
197.8
162.3
145.7
155.2
170.9
200.0
40.3
41.3
216.7
221.5
231.7
238.1
47.6
249.3
49.1
263.8
270.7
276.9
285.3
288.0
292.7
297.1
301.1
59.3
321.6
333.8
331.4
335.8
62.0
55.7
62.5
55.9
62.9
56.1
368.6
353.8
329.9
359.1
361.6
-302.0
264.8
48.6
57.5
57.5
372.5
402.5
375.8
377.3
428.4
380.1
381.3
468.0
511.1
513.1
449.8
-520.5
500.0
637.5
----790.5
714.0
765.0
833.0
-663.0
671.5
688.5
722.5
---------------------
Mo
U.M.
-123.0
-63.0
58.1
63.0
54.1
58.1
48.2
44.6
46.5
42.5
35.2
9.0
9.0
35.2
37.8
35.2
37.8
9.0
32.2
9.0
35.2
35.2
35.2
37.8
35.2
35.2
35.2
35.2
10.5
37.8
40.0
37.8
37.8
10.5
9.0
10.5
9.0
10.5
9.0
40.0
37.8
35.2
37.8
37.8
-32.2
28.8
7.5
9.0
9.0
37.8
40.0
37.8
37.8
42.5
37.8
37.8
46.5
58.1
69.0
135.0
-105.0
123.0
225.0
----279.0
252.0
270.0
294.0
-234.0
237.0
243.0
255.0
---------------------
Data esec.:
kg/cm²
Pagina:
Elaborato:
qc/fs
xxx
riferimento
U.M.:
xxx
xxx
xxx
1
CPT
PROVA PENETROMETRICA STATICA MECCANICA
PARAMETRI GEOTECNICI
03/07/2014
1
Falda:
-2.45 m da p.c.
NATURA GRANULARE
Dr Sc Ca Ko DB
% (°) (°) (°) (°)
-100
97
64
-54
-------------------------------------------------------17
39
55
30
35
55
64
71
75
69
61
57
59
62
56
53
53
54
55
57
64
68
72
73
73
72
71
72
74
65
63
64
65
67
70
77
76
67
70
-43
43
39
-38
----------------------------------------31
--------------33
36
38
35
35
38
39
40
40
40
39
38
38
39
38
38
38
38
38
38
39
39
40
40
40
40
40
40
40
39
39
39
39
39
40
41
40
39
40
-41
39
34
-32
----------------------------------------21
--------------24
28
30
26
27
30
31
32
33
32
31
30
30
31
30
29
29
29
30
30
31
31
32
32
32
32
32
32
32
31
30
31
31
31
31
32
32
31
31
-38
37
31
-29
----------------------------------------17
--------------21
24
27
23
24
27
28
29
30
29
28
27
27
28
27
26
26
26
26
27
28
28
29
29
29
29
29
29
29
28
27
28
28
28
29
30
29
28
28
-36
34
29
-27
----------------------------------------16
--------------20
23
25
22
22
25
26
27
28
27
26
25
25
26
25
25
25
25
25
25
26
27
27
27
27
27
27
27
27
26
26
26
26
26
27
28
27
26
27
DM Me
(°) (°)
-44
43
39
-36
----------------------------------------25
--------------28
31
34
30
31
34
35
36
37
36
35
34
34
35
34
33
33
33
33
34
35
35
36
36
36
36
36
36
36
35
35
35
35
35
36
37
37
35
35
-30
31
27
-27
----------------------------------------26
--------------28
31
32
29
30
32
34
35
35
35
33
33
33
34
33
33
33
33
33
33
34
35
36
36
36
36
36
36
36
35
35
35
35
35
36
37
37
36
36
FL1 FL2
----------------------------------------------1.22
--------------1.47
1.83
>2.00
1.67
1.77
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
----------------------------------------------1.88
-------------->2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
E'50 E'25
Mo
U.M. U.M. U.M.
---68.3 102.5 123.0
75.0 112.5 135.0
35.0
52.5
63.0
---35.0
52.5
63.0
------------------------------------------------------------------------------------------------------------------------15.0
22.5
27.0
------------------------------------------38.3
57.5
69.0
75.0 112.5 135.0
121.7 182.5 219.0
58.3
87.5 105.0
68.3 102.5 123.0
125.0 187.5 225.0
161.7 242.5 291.0
201.7 302.5 363.0
228.3 342.5 411.0
196.7 295.0 354.0
155.0 232.5 279.0
140.0 210.0 252.0
150.0 225.0 270.0
163.3 245.0 294.0
140.0 210.0 252.0
130.0 195.0 234.0
131.7 197.5 237.0
135.0 202.5 243.0
141.7 212.5 255.0
153.3 230.0 276.0
188.3 282.5 339.0
210.0 315.0 378.0
238.3 357.5 429.0
246.7 370.0 444.0
255.0 382.5 459.0
248.3 372.5 447.0
245.0 367.5 441.0
251.7 377.5 453.0
265.0 397.5 477.0
206.7 310.0 372.0
198.3 297.5 357.0
205.0 307.5 369.0
211.7 317.5 381.0
225.0 337.5 405.0
253.3 380.0 456.0
311.7 467.5 561.0
305.0 457.5 549.0
235.0 352.5 423.0
256.7 385.0 462.0
FON066
Software by dott. Geol. Diego Merlin 0425-840820
Geologia Ferrara S.n.c.
via dell´Artigianato, civ.2 - 44030 Ro Ferrarese (FE)
Tel. 3383646278 - email: [email protected] - www.geofe.it
Committente:
Cantiere:
Località:
Prof.
qc
m
20.00
20.20
20.40
20.60
20.80
21.00
21.20
21.40
21.60
21.80
22.00
22.20
22.40
22.60
22.80
23.00
23.20
23.40
23.60
23.80
24.00
24.20
24.40
24.60
24.80
25.00
25.20
25.40
25.60
25.80
26.00
26.20
26.40
26.60
26.80
27.00
27.20
27.40
27.60
27.80
28.00
28.20
28.40
28.60
28.80
29.00
29.20
29.40
29.60
29.80
30.00
U.M.
154
157
194
197
203
141
136
131
135
162
173
185
187
194
181
209
232
247
209
181
232
209
181
194
187
173
185
173
152
141
154
152
154
152
157
197
203
142
136
162
135
173
162
173
162
173
154
141
152
173
185
61
56
69
67
92
75
73
70
48
51
59
62
67
69
65
71
76
88
75
62
83
75
65
65
58
59
58
72
67
56
64
60
64
60
60
67
95
76
49
87
42
62
51
62
51
68
68
59
48
59
--
zone
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
NATURA COESIVA
γ'
σ'vo
Vs
Cu
t/m³
1.08
1.09
1.14
1.15
1.15
1.06
1.05
1.05
1.05
1.09
1.11
1.13
1.13
1.14
1.12
1.15
1.15
1.15
1.15
1.12
1.15
1.15
1.12
1.14
1.13
1.11
1.13
1.11
1.08
1.06
1.08
1.08
1.08
1.08
1.09
1.15
1.15
1.06
1.05
1.09
1.05
1.11
1.09
1.11
1.09
1.11
1.08
1.06
1.08
1.11
1.13
U.M.
2.04
2.06
2.08
2.11
2.13
2.15
2.17
2.19
2.21
2.24
2.26
2.28
2.30
2.33
2.35
2.37
2.39
2.42
2.44
2.46
2.49
2.51
2.53
2.55
2.58
2.60
2.62
2.64
2.66
2.69
2.71
2.73
2.75
2.77
2.79
2.82
2.84
2.86
2.88
2.90
2.93
2.95
2.97
2.99
3.01
3.04
3.06
3.08
3.10
3.12
3.15
m/s
369
372
403
405
410
357
352
347
351
376
386
396
397
403
393
414
431
441
414
393
431
414
393
403
397
386
396
386
368
357
369
368
369
368
372
405
410
358
352
376
351
386
376
386
376
386
369
357
368
386
396
U.M.
----------------------------------------------------
OCR
%
----------------------------------------------------
Eu50
Eu25
U.M.
----------------------------------------------------
U.M.
----------------------------------------------------
Mo
U.M.
----------------------------------------------------
Data esec.:
kg/cm²
Pagina:
Elaborato:
qc/fs
xxx
riferimento
U.M.:
xxx
xxx
xxx
1
CPT
PROVA PENETROMETRICA STATICA MECCANICA
PARAMETRI GEOTECNICI
03/07/2014
2
Falda:
-2.45 m da p.c.
NATURA GRANULARE
Dr Sc Ca Ko DB
% (°) (°) (°) (°)
69
70
77
77
78
65
64
62
63
69
71
73
73
74
72
76
80
82
76
70
79
75
70
72
70
68
70
67
62
60
63
62
62
61
62
70
71
58
57
63
56
64
62
64
62
64
60
56
59
63
65
40
40
40
41
41
39
39
39
39
40
40
40
40
40
40
40
41
41
40
40
41
40
40
40
40
39
40
39
39
38
39
39
39
39
39
40
40
38
38
39
38
39
39
39
39
39
38
38
38
39
39
31
31
32
32
32
31
30
30
30
31
31
32
32
32
31
32
32
33
32
31
32
32
31
31
31
31
31
31
30
29
30
30
30
30
30
31
31
29
29
30
29
30
30
30
30
30
29
29
29
30
30
28
28
29
29
29
28
27
27
27
28
28
29
29
29
28
29
30
30
29
28
29
29
28
28
28
28
28
28
27
26
27
27
27
27
27
28
28
26
26
27
26
27
27
27
27
27
26
26
26
27
27
26
27
27
28
28
26
26
25
25
26
27
27
27
27
27
27
28
28
27
26
27
27
26
27
26
26
26
26
25
25
25
25
25
25
25
26
26
24
24
25
24
25
25
25
25
25
25
24
24
25
25
DM Me
(°) (°)
35
35
37
37
37
35
34
34
34
35
35
36
36
36
36
36
37
37
36
35
37
36
35
35
35
35
35
35
34
33
34
34
34
34
34
35
35
33
33
34
33
34
34
34
34
34
33
33
33
34
34
36
36
38
38
38
36
35
35
35
36
37
37
37
38
37
38
39
39
38
37
39
38
37
38
37
37
37
37
36
36
36
36
36
36
36
38
38
36
35
36
35
37
36
37
36
37
36
36
36
37
37
FL1 FL2
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
>2.00
E'50 E'25
Mo
U.M. U.M. U.M.
256.7 385.0 462.0
261.7 392.5 471.0
323.3 485.0 582.0
328.3 492.5 591.0
338.3 507.5 609.0
235.0 352.5 423.0
226.7 340.0 408.0
218.3 327.5 393.0
225.0 337.5 405.0
270.0 405.0 486.0
288.3 432.5 519.0
308.3 462.5 555.0
311.7 467.5 561.0
323.3 485.0 582.0
301.7 452.5 543.0
348.3 522.5 627.0
386.7 580.0 696.0
411.7 617.5 741.0
348.3 522.5 627.0
301.7 452.5 543.0
386.7 580.0 696.0
348.3 522.5 627.0
301.7 452.5 543.0
323.3 485.0 582.0
311.7 467.5 561.0
288.3 432.5 519.0
308.3 462.5 555.0
288.3 432.5 519.0
253.3 380.0 456.0
235.0 352.5 423.0
256.7 385.0 462.0
253.3 380.0 456.0
256.7 385.0 462.0
253.3 380.0 456.0
261.7 392.5 471.0
328.3 492.5 591.0
338.3 507.5 609.0
236.7 355.0 426.0
226.7 340.0 408.0
270.0 405.0 486.0
225.0 337.5 405.0
288.3 432.5 519.0
270.0 405.0 486.0
288.3 432.5 519.0
270.0 405.0 486.0
288.3 432.5 519.0
256.7 385.0 462.0
235.0 352.5 423.0
253.3 380.0 456.0
288.3 432.5 519.0
308.3 462.5 555.0
FON066
Software by dott. Geol. Diego Merlin 0425-840820