考虑褶皱结构和地应力影响的大型边坡开挖分析

IF 3.3 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL Soils and Foundations Pub Date : 2023-10-01 DOI:10.1016/j.sandf.2023.101373
Kaixuan YUAN , Yuusuke MIYAZAKI , Wataru KUNIMATSU , Kohei MIKI , Tomihiko OHISHI , Kiyoshi KISHIDA
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引用次数: 0

摘要

印度尼西亚Rajamandala的一个路堑边坡在开挖过程中出现了意想不到的大规模变形,附在预防桩上的倾斜仪揭示了这一点。地质调查表明,构成斜坡的泥岩层已被构造运动折叠,表面风化侵蚀强烈。上述内部因素可能导致边坡的显著变形,尽管很少有研究关注褶皱结构和水平地应力对路堑边坡变形行为的影响。因此,本文的目的是阐明构造运动引起的褶皱结构和各向异性地应力状态对上述路堑边坡变形行为的影响。为了实现这一澄清,基于FLAC2D软件中包含的显式有限差分方法,使用不同的地质结构和地应力状态进行了数值分析。因此,研究表明,当压应力集中在褶皱底部时,这种褶皱结构会导致路堑边坡发生更大的位移。此外,各向异性原位应力状态可能导致泥岩底部的剪切破坏,并再现桩的位移,桩的形状尽可能接近现场观察到的形状。这些分析结果证实,褶皱结构和各向异性地应力状态是印尼Rajamandala路堑边坡大变形的必然因素。
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Excavation analysis of large-scale slope considering effects of folded structure and in-situ stress

A cut slope in Rajamandala, Indonesia exhibited unexpected large-scale deformation during the excavation process which was revealed by the clinometers attached to the preventive piles. A geological survey indicated that the mudstone layer composing the slope had been folded by tectonic movement and was highly weathered and eroded at the surface. The above internal factors could have resulted in the significant deformation of the slope, although few studies have focused on the influence of folded structures and horizontal in-situ stress on the deformation behavior of cut slopes. Therefore, the objective of this paper is to clarify the influence of the folded structure and anisotropic in-situ stress state induced by tectonic movement on the deformation behavior of the aforementioned cut slope. To achieve this clarification, numerical analyses were performed based on the explicit finite difference method included in the FLAC2D software using different geological structures and in-situ stress states. Consequently, it was revealed that such folded structures can lead to larger displacement in cut slopes when compressive stress concentration occurs at the bottom of the fold. Moreover, an anisotropic in-situ stress state can result in shear failure at the foot of the mudstone and reproduce the displacement of piles that possess shapes as close as possible to those observed at the site. These analytical results confirmed that the folded structure and anisotropic in-situ stress state were the inevitable factors in the large deformation of the cut slope in Rajamandala, Indonesia.

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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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