A platform for research: civil engineering, architecture and urbanism
Relaxation of piles in sand and inorganic silt
Effect of time lag on pile resistance; study to explore basic mechanics involving resistance of piles at driving and at load carrying stage; adjustment of soil structure together with porewater fluctuation after driving is used in explaining "freezing" as well as "relaxation" of pile resistance. (15906)
Relaxation of piles in sand and inorganic silt
Effect of time lag on pile resistance; study to explore basic mechanics involving resistance of piles at driving and at load carrying stage; adjustment of soil structure together with porewater fluctuation after driving is used in explaining "freezing" as well as "relaxation" of pile resistance. (15906)
Relaxation of piles in sand and inorganic silt
ASCE Annu Nat Meet -- Prepr
Yang, N.C. (author)
ASCE -- Annual and National Meeting on Structural Engineering ; 1968 ; United States , Pittsburgh, PA
1968
32 pages
Conference paper
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Increase in bearing capacity with time for friction piles in silt and sand
British Library Conference Proceedings | 1992
|Instability of sand–silt mixtures
Elsevier | 2004
|Instability of sand-silt mixtures
British Library Online Contents | 2006
|Instability of sand–silt mixtures
Online Contents | 2006
|Mechanical Properties of Inorganic Silt
NTIS | 1981
|