And the side friction force improves unobviously after grouting. (4) The tubular pile 's tip resistance of the coner pile, border pile , inner pile after grouting enhanced 2.35 times ,2.18 times and 1.90 times.
4、注浆后角桩、边桩、中心桩桩端阻力分别是管桩端阻力的2.35倍、2.18倍、1.90倍,说明桩底注浆后端阻力明显提高。
参考来源 - 管桩桩底注浆前后桩土应力应变特性研究·2,447,543篇论文数据,部分数据来源于NoteExpress
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