Electronic Supplement to
The Relationship between Ambient Vibration H/V and SH Transfer Function: Some Experimental Results

by El Hadi Oubaiche, Jean-Luc Chatelain, Mustapha Hellel, Marc Wathelet, Djamel Machane, Rabah Bensalem, and Abderrahmane Bouguern

Table S2. Compression-Wave Velocity, Shear-Wave Velocity, and Mass Density for Soft-Soil Layers and Stiff Soil Obtained from Downhole and Borehole Data

Z (m) VP (m/s) VS (m/s) ρ (kg/m3) Z (m) VP (m/s) VS (m/s) ρ (kg/m3) Z (m) VP (m/s) VS (m/s) ρ (kg/m3)
SC1 SC2 SC3
0 386 153 2160 0 410 110 2000 0 740 100 2120
3 1440 370 2160 1 410 220 2020 4 910 240 2020
10 1200 370 2160 3 1200 220 2100 9 1800 240 2000
14 1200 400 2160 6 1600 280 2100 16 1800 400 2160
17 1614 400 2160 12 1600 300 2100 18 1700 400 2160
19 1614 280 2160 16 1900 300 2100 24 1700 280 2160
20 1614 373 2160 18 1900 430 2100 29 1200 373 2160
25 1460 440 2160 24 2500 650 2140 33 1800 650 2000
29 2740 930 2170
SC4 SC5 SC6
0 980 247 2120 0 430 120 1800 0 430 180 1960
4 1050 247 2080 2 773 220 1800 3 680 180 1960
7 1550 247 2120 4 773 260 1800 5 1400 180 1960
12 1230 247 2120 10 826 270 1800 11 2300 270 1960
14 1230 295 2120 15 1600 550 2000 17 2300 440 2170
17 1780 295 2120 26 2300 770 2190
19 1780 544 1930
22 1370 544 1930
27 2390 1364 1930
SC7 SC8 SC9
0 490 286 1900 0 400 230 2090 0 822 137 1800
4 1460 280 1900 1 830 230 2090 3 822 220 1800
10 1460 355 1900 4 920 347 2140 4 528 220 1800
16 1460 500 1900 7 1400 347 2160 5 528 163 1800
21 1720 600 2070 8 1400 419 2160 6 880 163 1800
14 1400 550 2160 8 1400 285 1800
18 1150 630 2150 12 1400 440 1800
21 2300 630 2150 16 1820 800 1800
28 2300 425 1960
32 2300 340 1960
35 3500 900 2190

Z, depth; VP, compression-wave velocity; VS, shear-wave velocity; ρ, mass density.

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