A new building is proposed with a deep basement (10 meters below ground level) to be placed on rock. Borings indicated glacial till (4 meters deep on average) over shale. The shale is of varying hardness, so a seismic refraction survey was done. The results showed the shale has a seismic velocity of less than 1 km/sec except for a 30 cm thick layer at 8 meters below the surface. The seismic velocity of that layers is 3.5 km/sec. Provide a couple of recommendations for dealing with this layer. (Note that the shale can support the building without any structural issues.)
A new building is proposed with a deep basement (10 meters below ground level) to be placed on rock. Borings indicated glacial till (4 meters deep on average) over shale. The shale is of varying hardness, so a seismic refraction survey was done. The results showed the shale has a seismic velocity of less than 1 km/sec except for a 30 cm thick layer at 8 meters below the surface. The seismic velocity of that layers is 3.5 km/sec. Provide a couple of recommendations for dealing with this layer. (Note that the shale can support the building without any structural issues.)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter12: Subsurface Exploration
Section: Chapter Questions
Problem 12.11P
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A new building is proposed with a deep basement (10 meters below ground level) to be placed on rock. Borings indicated glacial till (4 meters deep on average) over shale. The shale is of varying hardness, so a seismic refraction
layer. (Note that the shale can support the building without any structural issues.)
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