Microscopic analysis of saturated soft clay in Pearl River Delta |
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Authors: | ZHOU Hui FANG Ying-guang GU Ren-guo ZENG Cheng |
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Affiliation: | (1) Research and Development Initiative, Chuo University, Bunkyo, Tokyo 112-8551, Japan;(2) Research Center of Urban Safety and Security, Kobe University, Nada-ku, Kobe 657-8501, Japan;(3) Advanced Analysis Group, Engineering Development Department, Civil Engineering Design Division, Kajima Corporation, Minatoku, Tokyo 107-8502, Japan |
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Abstract: | A series of researches were carried out for the soil samples in the Pearl River Delta under the action of consolidation loads,
such as the quantitative analyses of the pore scale, shape and size distributions of micro-structure units, with an environmental
scanning electron microscope (ESEM), a mercury intrusion analyzer and a mineral diffractometer. The experimental results show
that the consolidation pressures remarkably change the pore sizes and distribution characteristics of the silt, thus changing
its compressibility and permeability. This can be proved by the fact that, in the earlier stage with a consolidation pressure
of p<200 kPa, the pore sizes are greater and the compressibility and permeability coefficients are larger. However, they rapidly
decrease with the increase in consolidation pressure. And in the later stage with a consolidation pressure of p>200 kPa, the pore sizes are smaller and the compressibility and permeability coefficients are less. Therefore, the empirical
formulas of compression coefficient and permeability coefficient vs consolidation load and average pore diameter are deduced. |
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Keywords: | saturated soft soil Pearl River Delta (PRD) micro-structure microscopic analysis pore distribution engineering properties |
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