Table 3 The characteristic parameters of landslides.

From: Effects of sliding liquefaction on homogeneous loess landslides in western China

No

Position

Volume (× 103 m3)

Dd (m)

H′max (m)

L′max (m)

φa(°)

Ls (m)

Ld (m)

Ld1 (m) of Mode A

Ld2 (m) of Mode B

Liquefaction (Yes or No)

Ai (°)

Shear rate (cm/s)

Shear rate (cm/s)

0.01

0.1

1.0

0.01

0.1

1.0

1

N34° 29′ 06″, E108° 52′ 12″

171.0

6.0

41.0

212.6

10.9

46.0

166.6

37.2

24.8

18.4

134.0

144.1

194.2

Yes

41.7

2

N34° 29′ 33″, E108° 50′ 17″

475.4

4.7

80.7

367.0

12.4

78.0

289.0

80.2

51.8

37.9

251.5

271.8

362.4

Yes

46.0

3

N34° 29′ 52″, E108° 46′ 28″

190.4

8.5

48.7

257.4

10.7

55.3

202.1

57.0

36.0

28.2

227.0

258.3

352.3

Yes

41.4

4

N34° 30′ 03″, E108° 45′ 48″

355.0

14.0

63.0

288.0

12.3

94.7

193.3

31.6

19.1

16.2

166.0

206.0

300.0

Yes

33.6

5

N34° 29′ 18″, E108° 51′ 22″

1236.0

11.5

70.4

368.8

10.8

90.1

278.7

72.7

45.2

36.9

346.0

406.5

580.0

Yes

38.0

6

N34° 29′ 30″, E108° 48′ 30″

1604.0

17.7

79.9

419.0

10.8

54.0

365.0

271.4

163.8

146.6

1900.0

2500.0

3958.3

No

56.0

7

N34° 29′ 07″, E108° 52′ 04″

308.7

19.3

62.4

169.2

20.2

59.7

109.5

155.8

94.3

85.2

1199.0

1596.0

2655.0

No

46.3

8

N34° 29′ 6″, E108° 51′ 57″

225.6

11.5

64.3

238.5

15.1

49.9

188.6

153.1

95.3

78.0

736.0

857.5

1225.0

No

52.2

9

N34° 29′ 12″, E108° 51′ 40″

94.3

8.4

64.7

164.1

21.5

32.4

131.7

201.7

126.7

99.6

797.1

894.3

1235.9

No

63.4

10

N34° 29′ 36″, E108° 47′ 41″

152.0

8.0

54.0

170.0

17.6

30.0

140.0

127.7

80.7

62.6

486.5

545.5

750.0

No

61.0

11

N34° 29′ 39″, E108° 47′ 34″

276.0

10.3

53.0

198.9

14.9

15.5

183.4

179.0

112.0

90.0

780.0

891.0

1248.0

No

73.7

12

N34° 29′ 46″, E108° 47′ 12″

430.0

14.2

56.2

275.9

11.5

18.1

257.8

228.3

139.9

119.5

1291.4

1558.6

2306.1

No

72.1

13

N34° 29′ 46″, E108° 47′ 00″

415.0

12.7

55.3

145.6

20.8

25.7

119.9

190.0

117.6

97.6

975.6

1142.9

1666.0

No

65.0

  1. Dd, accumulation thickness of landslide mass; H′max, height of sliding surface; L′max, maximum horizontal sliding distance; φa, apparent friction angle of the sliding body; Ls, projection distance of the sliding surface in the horizontal direction; Ld, actual sliding distance on the terrace; Ld1, calculated sliding distance of mode A; Ld2, calculated sliding distance of mode B; Ai, average inclination angle of the sliding surface.
  2. Volume is the volume of landslide mass.