Experimental Investigation on Jacked Pile-Sinking and Capacity-Induced Pore Pressure and Effective Radial Stress at the Pile-Clayey Soil Interface
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DOI: 10.1155/2023/5590608
Abstract: Based on research into how static pressure piles sink in saturated cohesive soil, alterations caused by a rise in pore stress during the load process between the pile and the earth as well as the… read more here.
Keywords: stress; effective radial; radial stress; pressure ... See more keywords