A platform for research: civil engineering, architecture and urbanism
Rapid method of calculating maximum earth pressure which can occur under raft foundations of square or rectangular, circular or hexagonal shapes; method applies to rafts of any size and is of particular use when vertical load carried by raft is transmitted to soft sub-soil and is displaced (by reason of wind pressure on superstructure or any other cause) from center of area of raft.
Rapid method of calculating maximum earth pressure which can occur under raft foundations of square or rectangular, circular or hexagonal shapes; method applies to rafts of any size and is of particular use when vertical load carried by raft is transmitted to soft sub-soil and is displaced (by reason of wind pressure on superstructure or any other cause) from center of area of raft.
Pressure under raft foundations
Civ Eng (Lond)
Vivian, A.C. (author)
1932
4 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Wiley | 2006
|Engineering Index Backfile | 1935
|Settlement of raft foundations
TIBKAT | 1982
|British Library Conference Proceedings | 1997
|Reinforced concrete raft foundations
Engineering Index Backfile | 1951
|