Results 251 to 260 of about 23,822,382 (306)

Soil Carbon and Microbial Functioning Reveal Multidimensional Patterns Across a <i>Cedrus libani</i> Afforestation Chronosequence in Mediterranean Karst. [PDF]

Biology (Basel)
Babur E, Yalçıntaş B, Ünsal YT, Kezik U, Akgün B, Yazar E.   +5 more
europepmc   +1 more source

Electrochemically Activated Tetra-Metallic Phosphate (Mn-Fe-Co-Ni) Electrocatalyst for the Oxygen Evolution Reaction (OER) in Alkaline Media. [PDF]

ACS Omega
Carrillo Cabrera Y, Lasso JL, Peña-Duarte A, Cabrera CR.   +3 more
europepmc   +1 more source

Rethinking yield stability through phenotypic plasticity and its link to modern statistical methods. [PDF]

J Exp Bot
Sadras V, Welsh M, Sznajder B, Hayes J, Reynolds M, Taylor J.   +5 more
europepmc   +1 more source

Millet cultivation mitigates soil erosion in sloping farmland by regulating near-soil surface traits. [PDF]

Front Plant Sci
Yao C, Xu G, Chen S, Wen H, Jiu M, Liu Y, Gu Z, Zhu M, Wu F.   +8 more
europepmc   +1 more source

Lattice oxygen-mediated ABO₃-type NdFeO₃ perovskite fabricated over multi-walled CNTs for the O₂ evolution reaction and photo-induced degradation of Victoria blue B. [PDF]

RSC Adv
Shoukat R, Hussain S, Ata S, Galeb HA, Kouser A, Sadiqa A, Ashraf A, Ahmad A.   +7 more
europepmc   +1 more source

Analysis of Slope Stability-II

Sabo Gakkaishi, 1974
openaire   +1 more source

Efficient Probabilistic Back-Analysis of Slope Stability Model Parameters

Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2010
Back-analysis of slope failure is often performed to improve one's knowledge on parameters of a slope stability analysis model. In a failed slope, the slip surface may pass through several layers of soil.
Wilson H Tang, L M Zhang
exaly   +2 more sources

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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