Method of calculation of spoil heaps settlements under heavy excavators
Authors:
Abstract
In construction practice, the most common method of calculating foundation settlement recommended by SNiP is the layer-by-layer summation method, taking into account only the maximum axial compressive stresses under the condition that lateral expansion of the soil is impossible. The essence of it is that under the center of the loaded site mentally allocate in the ground vertical prism with a cross-section of one and height from the level of the footing to the depth of the active zone of compression to the bedrock. ...
Область исследования:
(Archived) Without section
Funding:
None
Similar articles
Spatial variability of fracture indicators and filtration properties in predicting mine water inflows
1976 E. I. Tkachuk
Experience of drawing up predictive engineering-geological maps in selecting the most promising lithological horizons for designing field mine workings in them
1976 A. A. Sidorov, V. M. Komlev, A. I. Leleko
Estimation of stability of rock slopes of deep and super-deep quarries
1976 V. G. Zoteev, V. V. Komarov, A. F. Nozhin
Assessment of the possible consequences of mining an ore bed over a large area without collapse of the covering rocks
1976 I. A. Turchaninov, G. A. Markov, A. V. Lovchikov