IEEE Geoscience and Remote Sensing Magazine - March 2020 - 82

slopes, curvatures, and horizontal strains calculated directly based on InSAR measurements rather than being
predicted by a deformation model, as in [111] and [126].
However, due to the generation of the slopes, curvatures,
and horizontal strains being directly based on InSAR observations, this method cannot accurately predict building damage in advance.

model parameters. For these two methods, the PIM-based
method cannot reliably assess the progressive damage categories, which the temporal PIM-based method can do;
however, more parameters need to be estimated in the latter method.
In 2018, Diao et al. [127] developed a new InSAR-based
damage assessment method, with the ground surface

0

500

1,000

(m)
1,500 2,000 2,500

0

500

D
2,500

2,000

2,000
D′

E

E′

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E
1,500

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500

0

0
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-0.4
(m)
(a)

-0.25

0

500

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E′

2

2

1,000

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3 21

3 21

1,000

-0.7

2,500

D

2,500

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(m)
1,500 2,000

1,000

-0.25 -0.15 -0.05 0.05
(m)
(b)
(m)
1,500

1,000

2,000

0.15

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2,500

D
2,500

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1,500

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3 21

1,000

500

0
-0.25

-0.15

-0.05

0.05
(m)
(c)

0.15

0.25

FIGURE 4. The (a) predicted vertical subsidence, (b) horizontal movements in strike, and (c) dip directions caused by a designed 3212 work-

ing panel (denoted by the blue rectangle) in the Qianyingzi coal mining area of China, obtained using the PIM and its InSAR-derived model
parameters [111].

82

IEEE GEOSCIENCE AND REMOTE SENSING MAGAZINE

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IEEE Geoscience and Remote Sensing Magazine - March 2020

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