Geometric accuracy of rock joint surface impressions obtained by less-destructive thermoplastic resin-based method

IF 3.3 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL Soils and Foundations Pub Date : 2024-03-20 DOI:10.1016/j.sandf.2024.101448
Mai Sawada , Mamoru Mimura
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Abstract

A novel less-destructive field impression method that overcomes the uncertainties in stability assessments of rock joints in historical monuments, due to material sampling or existing destructive test limitations, has been developed. A thermoplastic resin with low fluidity and a short curing time is used to obtain the surface morphology of rock joints owing to its less destructive nature and wide applicability to the walls and ceilings of historical monuments. However, the insufficient filling of this thermoplastic resin can decrease the geometric accuracy of the impressions. Thus, the geometric accuracy of resin impressions and mortar replicas has been examined through laboratory experiments, and the results have been compared with those obtained using existing silicone-based methods, based on the statistical indicators associated with mechanical replicability. The indicator values of the method developed in this study were comparable to those of the replicas in previous studies that have sufficient geometric accuracy to satisfy mechanical replicability requirements. Furthermore, although roughness-coefficient-based methods underestimate the shear strength because of the insufficient filling of thermoplastic resins, they provide an acceptable safety margin in stability assessments of rock joints. The proposed method is suitable for conducting accurate stability assessments of historical monuments and ensuring their conservation.

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采用破坏性较低的热塑性树脂法获得岩石节理表面印模的几何精度
我们开发了一种新型的破坏性较小的现场印模方法,该方法克服了由于材料取样或现有破坏性测试的限制而导致的历史遗迹岩石节理稳定性评估的不确定性。使用流动性低、固化时间短的热塑性树脂来获取岩石缝隙的表面形态,因为这种方法的破坏性较小,而且广泛适用于历史遗迹的墙壁和天花板。然而,这种热塑性树脂填充不足会降低印模的几何精度。因此,我们通过实验室实验对树脂印模和灰泥复制品的几何精度进行了检测,并根据与机械可复制性相关的统计指标,将检测结果与使用现有硅基方法获得的结果进行了比较。本研究中开发的方法的指标值与以往研究中具有足够几何精度以满足机械可复制性要求的复制品的指标值相当。此外,虽然基于粗糙度系数的方法由于热塑性树脂填充不足而低估了剪切强度,但它们为岩石节理的稳定性评估提供了可接受的安全系数。建议的方法适用于对历史遗迹进行准确的稳定性评估,并确保其得到保护。
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来源期刊
Soils and Foundations
Soils and Foundations 工程技术-地球科学综合
CiteScore
6.40
自引率
8.10%
发文量
99
审稿时长
5 months
期刊介绍: Soils and Foundations is one of the leading journals in the field of soil mechanics and geotechnical engineering. It is the official journal of the Japanese Geotechnical Society (JGS)., The journal publishes a variety of original research paper, technical reports, technical notes, as well as the state-of-the-art reports upon invitation by the Editor, in the fields of soil and rock mechanics, geotechnical engineering, and environmental geotechnics. Since the publication of Volume 1, No.1 issue in June 1960, Soils and Foundations will celebrate the 60th anniversary in the year of 2020. Soils and Foundations welcomes theoretical as well as practical work associated with the aforementioned field(s). Case studies that describe the original and interdisciplinary work applicable to geotechnical engineering are particularly encouraged. Discussions to each of the published articles are also welcomed in order to provide an avenue in which opinions of peers may be fed back or exchanged. In providing latest expertise on a specific topic, one issue out of six per year on average was allocated to include selected papers from the International Symposia which were held in Japan as well as overseas.
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