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A platform for research: civil engineering, architecture and urbanism
Study of causes of increased resistance to penetration of piles driven, after period of rest, into water bearing cohesive soils of low permeability such as soft clay, loam and fine grained silts.
Study of causes of increased resistance to penetration of piles driven, after period of rest, into water bearing cohesive soils of low permeability such as soft clay, loam and fine grained silts.
Behaviour of piles in cohesive soils
Civ Eng (Lond)
Allin, R.V. (author)
1937
2 pages
Article (Journal)
English
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