ISSN:
1570-1468
Source:
Springer Online Journal Archives 1860-2000
Topics:
Energy, Environment Protection, Nuclear Power Engineering
Notes:
Conclusions 1. A fork enclosed in rock can be represented approximately as a set of plane sections (Fig. 2) working in an elastic medium. 2. The fork is calculated from the most-stressed section on a computer with consideration of the change of the rock's modulus of deformation. 3. The passive resistance of rock with average elastic characteristics (Er∼ 100,000 kg/cm2) increases the load-supporting capacity of collarless symmetric-forks by about 10-fold.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF02379723
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