Results 251 to 260 of about 187,260 (305)

Potential Use of Triethylenediamine (TETA)-Cured Epoxy Resin in Cemented Soil for Slope Protection and Restoration. [PDF]

Materials (Basel)
Xue Y, Lyu P, Wu W, Zeng H, Xing F, Li X, Chu H, Zhang F.   +7 more
europepmc   +1 more source

Ion-Selective Electrodes for Ammonium and Nitrate Determination: Recent Advances, Trends and Perspectives. [PDF]

Int J Mol Sci
Morawska K, Wardak C.
europepmc   +1 more source

Research on the influence of micro-pile layout of stability of landslide resistance. [PDF]

Sci Rep
Li H, Yang M, Lan Z.
europepmc   +1 more source

Slope Stability Analysis in Two-Dimensional and Three-Dimensional Cases for Cohesive Soils

, 2014
K.C. Yang, 楊貴欽
core  

Generational gains in memory capacity and stability may account for declining dementia incidence rates in Europe and the United States

Fjell A, Grodem E, Lunansky G, Vidal D, Rogeberg O, Walhovd K.   +5 more
europepmc   +1 more source

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Stability analysis of embankments and slopes

Géotechnique, 1973
A simple but accurate method of stability analysis of embankments and slopes is developed to determine the critical earthquake acceleration that is required to bring a mass of soil, bounded by a slip line of any shape and the free surface, to a state of limiting equilibrium. At the same time, the usual factor of safety can be determined.
openaire   +1 more source

Numerical methods in the stability analysis of slopes

Computers & Structures, 1988
Abstract Traditionally, the safety of embankment slopes has been determined using limit equilibrium methods. This analysis provides the engineer with a factor of safety against failure but does nothing in terms of determining what displacements may occur or what state of stress exists.
S.C. Pasternack, S. Gao
openaire   +1 more source

Stability analysis of slopes reinforced with piles

Computers and Geotechnics, 2001
Abstract In this paper, the kinematic approach of limit analysis is used to analyse the stability of earth slopes reinforced with piles. First, the case of slope without piles is considered and a procedure is developed to calculate the safety factor for the slope.
AUSILIO, Ernesto, CONTE, Enrico, DENTE, Giovanni   +2 more
openaire   +1 more source