Discharge Capacity of Prefabricated Vertical Drain Confined In-Clay Under Long-Term Conditions

IF 0.4 Q4 ENGINEERING, GEOLOGICAL Journal of the Korean Geosynthetic Society Pub Date : 2018-01-01 DOI:10.12814/JKGSS.2018.17.4.239
Sangguk Jeong
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Abstract

Typically, soft clay improvement is carried out using installation of PVD and surcharge method. According to circumstances, installed PVD has left for a long time due to the change in construction schedule. Therefore, for simulation of this kind of condition, discharge capacity tests were carried out under a series of temperature condition (30, 35, 40°C). The results indicated that under water confinement, the discharge capacities significantly reduced with elapsed time. And, the empirical equation by Miura and Chai (2000) was used for estimating the long-term in-clay discharge capacity. Based on the test results, it is recommended that in term of long-term discharge capacity, Miura and Chai’s equation and reliability evaluation using discharge capacity tests under a series of temperature condition may be used.
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粘土内预制垂直排水管长期排水能力研究
软土改良通常采用安装PVD和附加法。根据实际情况,由于施工进度的变化,安装好的PVD已经离开了很长时间。因此,为了模拟这种工况,在30、35、40℃一系列温度条件下进行了放电容量试验。结果表明,在水约束条件下,随着时间的延长,放水量显著降低。并且,采用Miura和Chai(2000)的经验方程来估算粘土内长期泄流能力。根据试验结果,建议在长期放电容量方面,可采用Miura和Chai公式,并采用一系列温度条件下的放电容量试验进行可靠性评估。
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