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Experimental investigation of undisturbed samples was made in order to solve settlement and safety problems of railroad embankments on peaty layers; consolidation curve of peat consists of primary consolidation part and secondary compression part; ratio of primary consolidation is small for usual increment of load; secondary compression is dependent on void ratio of specimen and load present.
Experimental investigation of undisturbed samples was made in order to solve settlement and safety problems of railroad embankments on peaty layers; consolidation curve of peat consists of primary consolidation part and secondary compression part; ratio of primary consolidation is small for usual increment of load; secondary compression is dependent on void ratio of specimen and load present.
Consolidation characteristics of peat
Soil Foundation
Watanabe, S. (author)
1964
14 pages
Article (Journal)
English
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