A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Experience in controlling landslides on the Irtysh-Karaganda canal
Conclusions 1. When constructing large canals on dip slopes it is possible to avoid large deformations of the slope which threaten the structure by the timely provision of landslidecontrol and cutoff measures with consideration of the specific geologic and hydrogeologic conditions. 2. When evaluating the construction properties of soils it is neceassary to proceed from the geologic and genetic conditions of formation of the rocks and their composition and state, since the sum of these factors determines the strength and deformation characteristics of the soils. 3. Loading of a slope with large construction spoil piles is impermissible without detailed investigations. 4. The dip slopes should be graded down to slopes close to the angle of internal friction of those slope soils weakest in bearing capacity. 5. The construction of a clay-cement diaphragm wall is an effective and promising method of controlling percolation from canals and landslide phenomena on dip slopes.
Experience in controlling landslides on the Irtysh-Karaganda canal
Conclusions 1. When constructing large canals on dip slopes it is possible to avoid large deformations of the slope which threaten the structure by the timely provision of landslidecontrol and cutoff measures with consideration of the specific geologic and hydrogeologic conditions. 2. When evaluating the construction properties of soils it is neceassary to proceed from the geologic and genetic conditions of formation of the rocks and their composition and state, since the sum of these factors determines the strength and deformation characteristics of the soils. 3. Loading of a slope with large construction spoil piles is impermissible without detailed investigations. 4. The dip slopes should be graded down to slopes close to the angle of internal friction of those slope soils weakest in bearing capacity. 5. The construction of a clay-cement diaphragm wall is an effective and promising method of controlling percolation from canals and landslide phenomena on dip slopes.
Experience in controlling landslides on the Irtysh-Karaganda canal
Podkopaev, A. A. (author)
Hydrotechnical Construction ; 7 ; 1049-1051
1973-11-01
3 pages
Article (Journal)
Electronic Resource
English
Experience in controlling landslides on the Irtysh-Karaganda canal
| Online Contents | 1973
Springer Verlag | 1973
Online Contents | 1973
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| Online Contents | 1975
Cavitation indices for pumps in the Irtysh-Karaganda canal
| Springer Verlag | 1975