Author(s)

RenHong Sun^1,2*, ZongLin Yang^1,2, ZhenHao Yao^1,2, Bo Zhang^1,2, ZhiYuan Zhang^1,2, XiaoXia Zhao^1,2, ZhiCheng Bai^1,2

Affiliation(s)

¹China Construction Fourth Engineering Divion Corp.,Ltd., Guangdong 510000, Guangzhou, China.

²China Construction Fourth Engineering Bureau Construction Investment Co., Ltd., Shanghai 200000, China.

Corresponding Author

RenHong Sun

ABSTRACT

With urbanization and the continuous expansion of building scale, the load-bearing capacity of underground structures is becoming increasingly prominent. Anti-buoyancy anchors, as a practical foundation method, have been widely used in various building projects, such as basements, underground garages, and bridge foundations. This study aims to systematically explain the processes of two technologies and compare and analyze them from the perspectives of construction methods, construction quality, and cost. It provides a scientific theoretical basis and technical guidance for engineering practice, helping engineers make more rational technical choices in actual construction, improving project quality, reducing project costs, and achieving safe, efficient, and sustainable construction.

KEYWORDS

Anti-buoyancy anchor; Construction technology; Construction quality

CITE THIS PAPER

RenHong Sun, ZongLin Yang , ZhenHao Yao , Bo Zhang, ZhiYuan Zhang, XiaoXia Zhao, ZhiCheng Bai. Analysis, comparison and application of dry and wet drilling methods for anti-buoyancy anchor bolts. Multidisciplinary Journal of Engineering and Technology. 2026, 3(1): 8-12. DOI: https://doi.org/10.61784/mjet3033.

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