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Geological Engineering · Q81

Case Studies and Applied Geological Engineering Projects

Engineering and GATE · Geological Engineering · question 81

Q81

Which factor contributed to ground heave during Crossrail tunneling in London?

A.
High overburden pressure
B.
Expanding clay (London Clay)
Answer
C.
Glacial moraine compression
D.
Water table rise

Answer: Option B

Solution

Answer: Option B
Solution:
London Clay expands upon unloading or moisture gain. During Crossrail tunneling, this caused ground heave in some areas, which had to be carefully monitored.