Estimating Deformation Modulus and Bearing Capacity of Deep Soils from Dynamic Penetration Test
Table 2
The database consisting of DPT, PMT measures, and engineering parameters.
Borehole
ID
Soil layer
L (m)
N120
EPMT (MPa)
p0 (kPa)
pf (kPa)
pL (kPa)
E0 (MPa)
fak (kPa)
ZKm102
1
III-3
35.2
16
7.73
230
740
1240
30.98
510
ZKm102
2
III-3
48.8
36
8.95
270
900
1750
46.47
630
ZKm102
3
III-3
50.1
15
6.18
270
740
1160
27.57
470
ZKm102
4
III-3
58.2
27
16.47
360
1000
1480
37.27
640
ZKm102
5
III-2
68.2
11
4.21
210
550
920
22.21
340
ZKm102
6
III-2
77.5
8
3.04
200
500
800
19.46
300
ZKm102
7
III-1
82.5
43
9.75
300
1070
1820
47.75
770
ZKm102
8
III-1
84.1
52
14.93
450
1100
2080
54.13
650
ZKm102
9
III-1
93.5
47
11.03
240
1000
1840
49.39
760
ZKm102
10
III-1
95.2
32
13.2
260
860
1480
37.92
600
ZKm106
11
III-3
48.2
35
6.77
180
720
1600
46.31
540
ZKm106
12
III-3
50.1
16
5.93
220
700
1140
28.34
480
ZKm106
13
III-3
52.5
33
11.77
240
920
1720
43.91
680
ZKm106
14
III-2
80.5
16
3.98
190
600
1000
26.18
410
ZKm106
15
III-2
82.4
24
4.45
180
640
1180
33.1
460
ZKm204
16
III-3
22.4
10
5.34
65
510
940
26.87
445
ZKm204
17
III-3
26.7
27
13.8
120
800
1600
44.03
680
ZKm204
18
III-3
38.5
38
9.1
140
990
1720
50.68
850
ZKm204
19
III-3
45.2
36
10.86
150
790
1700
47.58
640
ZKm204
20
III-2
75.5
14
5.05
65
440
850
24.36
375
ZKm204
21
III-2
78.2
15
5.24
60
490
880
25.33
430
ZKm401
22
III-3
30.1
27
11.51
140
940
1560
42.76
800
ZKm401
23
III-3
48.8
35
9.24
200
850
1670
46.19
650
ZKm401
24
III-3
50.1
14
6.04
270
740
1140
26.9
470
ZKm403
25
III-3
21.8
15
8.47
240
800
1330
32.51
560
ZKm403
26
III-3
23.2
18
11.53
250
900
1380
35.34
650
ZKm403
27
III-3
32.2
25
10.21
200
920
1550
40.27
720
ZKm403
28
III-3
34
22
10.67
210
900
1420
37.03
690
ZKm403
29
III-3
45.5
33
11.2
280
870
1740
44.98
590
ZKm403
30
III-3
47
22
10.23
380
980
1560
35.06
600
ZKm403
31
III-3
60.2
26
15.63
320
880
1420
36.32
560
ZKm403
32
III-2
71.2
11
6.31
200
600
930
22.54
400
ZKm403
33
III-2
74.5
6
4.64
205
545
760
17.64
340
ZKm403
34
III-1
82.8
45
13.07
310
1070
1880
48.66
760
ZKm403
35
III-1
84.2
66
9.17
270
1010
2200
64.31
740
ZKm404
36
III-3
33.8
10
7.1
80
520
900
24.44
440
ZKm404
37
III-3
36
16
10
110
670
1090
30.54
560
ZKm404
38
III-3
48.8
23
9.63
230
810
1440
35.9
580
ZKm404
39
III-3
52
19
12.22
180
640
1140
31.55
460
ZKm404
40
III-2
64.5
4
4.65
110
420
600
15.43
310
ZKm404
41
III-2
67.2
7
3.94
130
410
730
18.88
280
ZKm504
42
III-3
40.63
36
6.34
320
1050
1740
48.42
730
ZKm504
43
III-3
42.1
42
8.08
320
1040
1950
53.64
720
ZKm505
44
III-3
25.5
11
6.88
110
520
1000
26.75
410
ZKm505
45
III-3
39.1
16
5.34
100
560
1020
29.61
460
ZKm505
46
III-3
40.83
26
10.31
250
940
1600
39.83
690
ZKm505
47
III-3
55.4
34
14.04
150
850
1620
43.84
700
ZKm505
48
III-2
63.8
10
3.79
260
650
960
22.05
390
ZKm505
49
III-2
65.2
9
3.76
100
440
760
20.82
340
ZKm505
50
III-2
70.1
17
4.75
110
520
1000
28.14
410
ZKm505
51
III-1
86.1
29
7.41
160
660
1320
36.64
500
ZKm505
52
III-1
89.7
51
13.23
180
1190
1900
52.88
1010
ZKm506
53
III-3
21.5
9
8.63
80
500
890
24.84
420
ZKm506
54
III-3
30.7
10
4.63
80
300
830
24.61
220
ZKm506
55
III-3
32.1
11
7.5
60
530
920
25.34
470
ZKm506
56
III-3
39.8
30
14.87
150
820
1570
43.77
670
ZKm506
57
III-3
55.8
18
4.39
70
480
990
29.98
410
ZKm506
58
III-2
68.2
14
6.95
60
430
920
25.64
370
ZKm506
59
III-2
70.1
10
4.66
60
380
720
20.9
320
ZKm506
60
III-1
79.8
51
10.91
140
920
1890
54.39
780
ZKm506
61
III-1
82.5
46
14.18
220
920
1820
49.89
700
ZKm102
62
III-3
12
20
17.42
300
1180
1480
39.98
420
ZKm102
63
III-3
15
10
8.51
200
630
1050
25.63
430
ZKm204
64
III-3
14.5
7
7.63
75
450
800
21.45
375
ZKm204
65
III-3
16.2
9
7.17
80
480
910
24.39
400
ZKm204
66
III-3
19.5
22
9.63
200
800
1500
40.39
600
ZKm401
67
III-3
15.8
11
8.66
165
600
1050
27
435
ZKm401
68
III-3
17.5
14
9.33
290
850
1330
31.68
560
ZKm404
69
III-3
13.9
9
8.07
100
620
950
25.6
520
ZKm404
70
III-3
16.1
8
6.47
130
530
900
23.98
400
ZKm504
71
III-3
10.5
6
2.55
120
480
750
21.58
360
ZKm504
72
III-3
12
5
3.52
160
470
790
19.56
310
ZKm504
73
III-3
15.15
12
4.49
160
720
1060
29.9
560
ZKm506
74
III-3
19.8
12
5.1
40
470
950
28.62
430
Note. Columns 4∼5 were obtained from the dynamic penetration test (DPT), columns 6∼9 were obtained from the pressuremeter test (PMT), and columns 10∼11 were engineering parameters derived using equations (3) and (4).
