Skip to main content

Table 1 The geotechnical properties of the intact rock samples (KV5)

From: Engineering failure analysis and design of support system for ancient Egyptian monuments in Valley of the Kings, Luxor, Egypt

No

PI (MPa

σc (MPa) Sidewalls

σc (MPa) Pillars

Vs (km/s)

RN

1

0.4

7.1

0.9

0.7

18

2

0.5

6.9

0.8

0.5

19

3

0.4

7.5

0.95

0.8

20

4

0.3

7.0

0.9

0.9

18

5

0.5

6.9

0.8

0.7

17

6

0.3

6.6

0.7

0.6

18

7

0.4

7.0

1.1

0.7

19