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锚固类结构杆体临界锚固长度问题综合研究——国(境)外相关研究进展
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(总参工程兵科研三所)

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曾宪明

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TU375

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A Comprehensive Study on the Critical Anchorage Length of Anchored Structural Rods: Progress in Related Research at Home and Abroad
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( Third Research Institute of General Staff Engineering Corps)

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    摘要:

    锚固类结构是指注浆锚杆、锚索和土钉一类岩土工程加固支护结构。锚固类结构杆体临界锚固长度是指一定岩土介质中锚固类结构杆体的极限锚固长度,超过此长度,其承载力将不再明显增加;未达此长度,其承载力尚有一定潜力可挖。半个多世纪以来,国(境)外从不同的侧面对临界锚固长度的相关问题进行了研究,但系统的研究仍较为缺乏,直接的研究极为少见,因而此问题尚未真正解决,仍处于局部发现问题局部探讨解决的阶段

    Abstract:

    Anchorage structures refer to geotechnical engineering reinforcement support structures such as grouted anchor rods, anchor cables, and soil nails. The critical anchoring length of anchored structural rods refers to the ultimate anchoring length of anchored structural rods in a certain geotechnical medium. Beyond this length, its bearing capacity will no longer significantly increase; Not reaching this length, there is still some potential for its bearing capacity to be excavated. For over half a century, research has been conducted on the issue of critical anchorage length from different perspectives both domestically and internationally. However, systematic research is still lacking, and direct research is extremely rare. Therefore, this problem has not yet been truly solved and is still in the stage of local discovery and exploration and resolution

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Zeng Xianming, Lin Da Lu, Zuo Kui, Li Shimin, Du Ningbo, Xu Xiaohua A Comprehensive Study on the Critical Anchorage Length of Anchored Structural Rods: Progress in Related Research at Home and Abroad. Prestress Technology 2008,12(06):19-29. 10.59238/j. pt.2008.06.005

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  • 在线发布日期: 2023-08-10
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