文章详细信息 关键词： 抗拔桩;;扩底;;后注浆;;承载力;;现场试验 [gap=390]Keywords: anti-uplift pile,enlarged bottom,post-grouting,loading capacity,field experiment
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泥浆护壁大直径扩底灌注桩在市政工程中的应用_建筑工程技术论文_毕业论文题目|毕业论文选题|开题报告|调查报告-天山论文辅导网 关键词】灌注桩；扩底；泥浆；注浆 [gap=458]Key words】Grouting pile; Expanding pedestal; Mud; Grouting
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After many years development, Cast-in-situ piles with expanded-base and cast-in-situ piles with post-pressure grouting are widely used in different projects.
扩底灌注桩和后注浆灌注桩经过多年的研究发展，目前已广泛应用于各种工程结构。
参考来源 - 扩底后注浆灌注桩施工工艺及其试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
人工挖孔大直径扩底桩具有承载能力高，结构传力简明，地质条件合适时沉降小等优点。
Large diameter bulb pile constructed by manual excavation has many advantages, such as high bearing capacity, direct load transfer, and little settlement on proper geological conditions.
扩底后注浆灌注桩是在普通灌注桩基础上通过扩底和后注浆两种施工工艺结合所衍生出来的一种新桩型。
The pedestal post-injected caisson pile is a new type of pile that is derived from the two construction technologies of pedestal pile and post-injecting based on the common caisson pile.
该楼系框架结构，采用人工挖孔扩底桩基础。
The building with frame structure is based on manual cavity expansion pile foundation.
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