According to experience, the differential settlement between parts of a structure may no exceed 75 percent of the normal absolute settlement. The various ways by which differentia settlements may occur in a structure are shown in Fig. 13.1. Table 13.1 gives the absolute an permissible differential settlements for various types of structures.
Foundation settlements must be estimated with great care for buildings, bridges, tower power plants and similar high cost structures. The settlements for structures such as fill earthdams, levees, etc. can be estimated with a greater margin of error.
Figure 13.1 Definitions of differential settlement for framed and load-bearing wall
structures (after Burland and Wroth, 1974)
structures (after Burland and Wroth, 1974)
Table 13.1 a Maximum settlements and differential settlements of buildings in cm.
(After McDonald and Skempton, 1955)
(After McDonald and Skempton, 1955)
Table 13.1b Permissible settlements (1955, U.S.S.R. Building Code)
Table 13.1c Permissible differential settlement (U.S.S.R Building Code, 1955)
No comments:
Post a Comment