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These results are important for the current research of strengthening processes in stage IV.
This study investigates the ability of spectral induced polarization and shear-wave velocity for monitoring calcite driven soil strengthening processes.
However, we aim to model much longer strengthening processes that correspond to the long-term healing process after the previous weakening process during a seismic cycle (e.g., Nakatani, 2001; Aochi and Matsu'ura 2002).
Strengthening processes that add value to the products (LPP, LIFE Network, IUCN-WISP and FAO 2010) would be ideal interventions to enable camel producers in peri-urban systems to earn more from their stock.
This study advances our understanding of soil strengthening processes and permeability alterations, and is a crucial step for the use of geophysical methods as monitoring tools in microbial induced soil alterations through carbonate precipitation.
Furthermore, the pivotal contribution of capacity assessments to capacity strengthening processes is overlooked.
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Here, we extend strengthening process by actually increasing compressional hoop stress.
This result confirms the reliability of the nanostructure strengthening process for all three studied glass substrates.
Taking advantage of the superior properties of one-dimensional carbon nanotubes and two-dimensional graphene, synergistically strengthened nano-structure was designed to prepare Cu/Ti3SiC2/C nano-composites by a multi-phase synergistically strengthening process.
Nevertheless, the frictional status of large-scale patches changes the slip rate on the small patches, such that the background strengthening process weakens the peaks in slip rate peaks on the small patches.
The full knowledge of all the components (structural and non-structural elements) is fundamental to help and guide the designers during the assessment and strengthening process of existing buildings with the main goal of reducing their seismic vulnerability.
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