Seepage and water flow into soil are of the critical factors in the design of earth dams. There
are various methods to control seepage in the dam foundation. One solution is the use of …

通过4 种变形标距的弹性模量试验, 研究了塑性混凝土弹性模量的合适测试方法.
塑性混凝土棱柱体试件设置300mm, 200mm, 150mm 和100mm 共4 种测试标距, 其中300mm …

В статье анализируются результаты численного моделирования напряженно-
деформированного состояния (НДС) противофильтрационной завесы, выполненной …

The paper considers results of stress-strain state analysis for a 87 m high rockfill dam that is
located in the layer of soil foundation and has a combined seepage-control element. In the …

The article deals with design validation of a new type of an embankment dam structural
design, ie rockfill dam with combination of two types of non-soil seepage-control elements–a …

Betone werden in Dichtwänden aufgrund ihrer geringen Durchlässigkeit und ihrer
Beständigkeit bei großen hydraulischen Gradienten oftmals in Staudämmen oder in deren …

This article analyzes the results of numerical modeling of the stress-strain state (SSS) of a
grout curtain carried out by the cut-off wall method in the dam foundation and body of the …

Methodology and the results of numerical modeling of stress-strain state (SSS) of an earth-
rockfill dam are considered, where after a failure of the clay core there was created a new …

Results are considered of systematic study of stress-strain state (SSS) of a seepage-control
wall arranged in the embankment dam foundation. The following factors affecting the wall …

Dams are inevitably planned to be built on thick overburden with high permeability and
deformability. The connection part between concrete cut-off wall in overburden and earth …