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Method of calculating stability against bottom heave of deep braced cuts in soft clay is presented; method is based on predicting length of surface over which shear stresses may be assumed to operate at instant of incipient heave; results by this method, for 5 deep cuts, show good correlation with field data reported by Bjerrum and Eide.
Method of calculating stability against bottom heave of deep braced cuts in soft clay is presented; method is based on predicting length of surface over which shear stresses may be assumed to operate at instant of incipient heave; results by this method, for 5 deep cuts, show good correlation with field data reported by Bjerrum and Eide.
Stability of deep cuts in clay
Civ Eng (NY)
Liam Finn, W.D. (author)
1963
Article (Journal)
English
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