It can be seen that as the σ 3 increases, the failure vibration number of the specimen decreases, while the growth rate of pore water pressure accelerates, and the pore water pressure curve shows an increasing trend from slow to steep, indicating that the liquefaction resistance of the solidified specimen gradually decreases [ 42 ].
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Study on Pore Water Pressure Model of EICP-Solidified Sand under Cyclic Loading.
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