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
Some engineering-geological and hydraulic engineering peculiarities of design and construction of multilevel dumps at KMA quarries
1976 G. V. Korotaev, V. S. Zharikov, A. V. Artemyev, Yu. V. Sokolova
Provision of stability of a hydraulic dump for overburden storage at Lebedinsky and Yuzhno-Lebedinsky open-pit mines of KMA
1976 Yu. A. Sobolevsky, N. N. Baranov, V. A. Meshkov, V. M. Pavlenko
Protection of surface and ground waters in the permafrost zone in connection with open-pit mining of placer deposits
1976 V. N. Novozhilov, M. S. Kotova, G. A. Dvoskin, V. N. Shemyakin