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      Microstructures, Mineral Compositions, and Mechanical Properties of Red-Layers in Southern China

      1 , 2 , 1 , 2
      Advances in Materials Science and Engineering
      Hindawi Limited

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          Abstract

          In order to reveal the water-induced damage mechanism and mechanical properties of red-layers in Southern China, typical red-layer samples are experimentally studied by scanning electron microscope (SEM), energy spectrum analysis, XRD, and mechanical tests. The results show that some red-layer samples contain a large number of smectite and illite-smectite mixed-layer clay minerals and their microstructures are mainly stacked microaggregates in which mutual agglomeration is formed by flake and tabular clay particles. Widespread distribution micropores and fractures in microaggregates provide the necessary moisture migration channels. The various cemented materials produce a kind of irreversible structural strength, and this strength is vulnerable for the aqueous medium conditions. The influence of microstructures and mineral compositions on red-layer mechanical properties is discussed. The results could provide the reference for further research about the water-induced damage mechanism of red-layers in Southern China.

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          Water effects on rock strength and stiffness degradation

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            Creep degradation mechanism by water-rock interaction in the red-layer soft rock

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              Nondestructive Measurement of Water Content and Moisture Migration of Unsaturated Red Clays in South China

              To reveal the moisture migration mechanism of the unsaturated red clays, which are sensitive to water content change and widely distributed in South China, and then rationally use them as a filling material for highway embankments, a method to measure the water content of red clay cylinders using X-ray computed tomography (CT) was proposed and verified. Then, studies on the moisture migrations in the red clays under the rainfall and ground water level were performed at different degrees of compaction. The results show that the relationship between dry density, water content, and CT value determined from X-ray CT tests can be used to nondestructively measure the water content of red clay cylinders at different migration time, which avoids the error reduced by the sample-to-sample variation. The rainfall, ground water level, and degree of compaction are factors that can significantly affect the moisture migration distance and migration rate. Some techniques, such as lowering groundwater table and increasing degree of compaction of the red clays, can be used to prevent or delay the moisture migration in highway embankments filled with red clays.
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                Author and article information

                Contributors
                Journal
                Advances in Materials Science and Engineering
                Advances in Materials Science and Engineering
                Hindawi Limited
                1687-8434
                1687-8442
                July 05 2018
                July 05 2018
                : 2018
                : 1-9
                Affiliations
                [1 ]Key Laboratory of Engineering Materials and Structural Reinforcement, Sanming University, Fujian Province University, Fujian, China
                [2 ]Department of Architecture and Civil Engineering, Sanming University, Fujian, China
                Article
                10.1155/2018/9601386
                20f7379c-acc0-49e1-bca6-8f91c8edf60d
                © 2018

                http://creativecommons.org/licenses/by/4.0/

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