ISSN:
1573-9279
Source:
Springer Online Journal Archives 1860-2000
Topics:
Architecture, Civil Engineering, Surveying
,
Geosciences
Notes:
Conclusion The zone of distribution of deformations in a soil mass depends on the dimensions of the loading surface and on the magnitude of the load, and for pressures not exceeding 2 kg/cm2 it is approximately equal to 0.8–1.2 D.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF01703765
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