Lithological Heterogeneity and Its Impact on Soil Settlements at the Building Scale.

IF 1.7 Q3 ENGINEERING, GEOLOGICAL
Geotechnical and Geological Engineering Pub Date : 2025-01-01 Epub Date: 2025-05-29 DOI:10.1007/s10706-025-03157-4
Alfonso Prosperi, Tom de Gast, Paul A Korswagen, Mandy Korff, Jan G Rots
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引用次数: 0

Abstract

Soil heterogeneity, due to variations in the subsurface stratigraphy or properties within a layer, can trigger or amplify differential settlements that affect buildings and infrastructure and can thus lead to (increase in) damage. The state-of-the-art mainly focuses on the effect of heterogeneous properties within a layer on engineering problems. From this, it is known that the variation in properties can increase the vulnerability of a structure. However, nearly always variations in the soil lithological conditions are disregarded, while they can influence subsidence potentially even more. Lithological variations are relevant both at the scale of individual buildings as well as different scales (city, regional, country), for which often detailed soil information is not available. Thus, for a better prediction of potential building damage related to subsidence, knowledge about the scale and influence of lithological variations is needed. This paper describes an approach to quantify and investigate the influence of lithological heterogeneity at the scale of a single building. Moreover, this exploratory study evaluates the influence of lithological heterogeneity on the spatial variability of settlements, intending to upscale the approach to regional application. Two independent datasets at high resolution (site-specific) and low resolution (national level) are used to retrieve the stratigraphic conditions for the area selected for the analyses. One-, Two- and Three-dimensional numerical models, based on the collected information are used to simulate the consolidation process and settlement due to a uniform load imposed on the surface level of the study area. Additional analyses investigate the influence of loading conditions and groundwater table. The parameter "correlation length" is used to quantify the spatial variability of the soil layer thickness and then of the computed settlements. The analyses reveal that the spatial variability of the soil strata thickness matches that of the computed settlements, ranging from 2 to 10 meters. In other words, the lithological variability of the soil leads to differential settlements occurring at the scale of man-made structures such as houses, roads, and embankments. Thus, the results encourage including the contribution of lithological heterogeneity in models and predictions of differential settlement at the scale of individual structures. Moreover, the statistical properties, in terms of mean, spread and distribution shape, of the settlement computed through in-situ specific models, match with those derived at the national scale. These results are expected to support the identification of areas potentially influenced by lithological soil heterogeneity, thus showing potential for upscaling to regional or national levels.

建筑尺度下岩石非均质性及其对土壤沉降的影响
由于地下地层或层内性质的变化,土壤异质性可以触发或扩大影响建筑物和基础设施的差异沉降,从而导致(增加)损害。目前的研究主要集中在层内非均质特性对工程问题的影响。由此可知,性能的变化会增加结构的脆弱性。然而,几乎总是忽略了土壤岩性条件的变化,而它们对沉降的潜在影响甚至更大。岩性变化在单个建筑物的尺度以及不同尺度(城市、区域、国家)上都是相关的,而这些尺度通常没有详细的土壤信息。因此,为了更好地预测与沉降有关的潜在建筑物损坏,需要了解岩性变化的规模和影响。本文描述了一种在单个建筑尺度上量化和研究岩性非均质性影响的方法。此外,本研究还探讨了岩石非均质性对聚落空间变异性的影响,以期将该方法推广到区域应用。两个独立的高分辨率数据集(特定地点)和低分辨率数据集(国家水平)用于检索用于分析的选定地区的地层条件。基于所收集的资料,采用一、二、三维数值模型模拟了研究区地表均布荷载作用下的固结过程和沉降。另外还分析了荷载条件和地下水位的影响。利用“相关长度”参数量化土层厚度的空间变异性,进而量化计算沉降的空间变异性。分析表明,土层厚度的空间变异性与计算沉降的空间变异性相吻合,范围在2 ~ 10 m之间。换句话说,土壤的岩性变异性导致了房屋、道路和堤防等人造结构尺度上的不同沉降。因此,这些结果鼓励将岩性非均质性的贡献纳入单个结构尺度上的差异沉降模型和预测中。此外,通过现场具体模型计算的沉降在均值、扩散和分布形状等方面的统计特性与全国范围内的计算结果相吻合。预计这些结果将有助于确定可能受岩性土壤异质性影响的地区,从而显示出将其升级到区域或国家水平的潜力。
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来源期刊
Geotechnical and Geological Engineering
Geotechnical and Geological Engineering ENGINEERING, GEOLOGICAL-
CiteScore
3.70
自引率
5.90%
发文量
298
期刊介绍: Geotechnical and Geological Engineering publishes papers in the areas of soil and rock engineering and also of geology as applied in the civil engineering, mining and petroleum industries. The emphasis is on the engineering aspects of soil and rock mechanics, geology and hydrogeology, although papers on theoretical and experimental advances in ground mechanics are also welcomed for inclusion. The journal encompasses a broad spectrum of geo-engineering although several areas have been identified which will be given particular priority: Soil and rock engineering; Foundation engineering; Applied geology for design and construction; Geo-environmental engineering; Earthquake engineering and dynamic behavior of soils and rocks; Geohazards and mitigation; Mining engineering; Geotechnical aspects of petroleum engineering; Information technology applications in geo-engineering; Novel geotechnical construction techniques; Case histories describing important geo-engineering projects. Geotechnical and Geological Engineering publishes contributions in the form of original and review papers, or as short technical notes.
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