A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Abstract Baba, K., 1994. Slope failure in a cutting in marine clay. In: E.F.J. de Mulder (Editor), Engineering Geology in Quaternary Deposits.Eng. Geol., 37: 51–59. Marine, Holocene clays in the Tokyo Bay area were leached by fresh water since the Mid-Holocene sea level drop. This caused destabilization in the sediment texture resulting in a high sensitivity for sliding and mass movements. This paper describes the soil mechanical characteristics of a slope failure.
Abstract Baba, K., 1994. Slope failure in a cutting in marine clay. In: E.F.J. de Mulder (Editor), Engineering Geology in Quaternary Deposits.Eng. Geol., 37: 51–59. Marine, Holocene clays in the Tokyo Bay area were leached by fresh water since the Mid-Holocene sea level drop. This caused destabilization in the sediment texture resulting in a high sensitivity for sliding and mass movements. This paper describes the soil mechanical characteristics of a slope failure.
Slope failure in a cutting in marine clay
Baba, Kanji (author)
Engineering Geology ; 37 ; 51-59
1993-10-30
9 pages
Article (Journal)
Electronic Resource
English
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