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A platform for research: civil engineering, architecture and urbanism
Assessment of liquefaction of soils in saturated sand dams under seismic loads
Conclusions Calculation of the seismic stress-strain state of dams of noncohesive soils for the purpose of analyzing liquefaction is an important and urgent problem, since they are being constructed in seismically active regions.The proposed method of assessing liquefaction of a homogeneous dam can be extended also to inhomogeneous hydraulic-fill dams.The results of the calculations show that the danger of the start of liquefaction increases from the base ot the crest. Therefore the upper layers require a greater relative density.
Assessment of liquefaction of soils in saturated sand dams under seismic loads
Conclusions Calculation of the seismic stress-strain state of dams of noncohesive soils for the purpose of analyzing liquefaction is an important and urgent problem, since they are being constructed in seismically active regions.The proposed method of assessing liquefaction of a homogeneous dam can be extended also to inhomogeneous hydraulic-fill dams.The results of the calculations show that the danger of the start of liquefaction increases from the base ot the crest. Therefore the upper layers require a greater relative density.
Assessment of liquefaction of soils in saturated sand dams under seismic loads
Motsonelidze, A. N. (author)
1984
Article (Journal)
English
BKL:
56.30
Wasserbau
Local classification TIB:
770/6550/8000
Assessment of liquefaction of soils in saturated sand dams under seismic loads
| Springer Verlag | 1984
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