F. Ferriero , L. Perrotta , L. Pappalardo , G. Buono , E. Vitale , G. Russo
{"title":"Microstructural characterisation of foam-induced porosity in lightweight cemented soils using X-ray micro-tomography","authors":"F. Ferriero , L. Perrotta , L. Pappalardo , G. Buono , E. Vitale , G. Russo","doi":"10.1016/j.sandf.2025.101706","DOIUrl":null,"url":null,"abstract":"<div><div>Lightweight Cemented Soils (LWCS), produced by mixing natural soil, water, cement and air foam, are characterised by high workability, good mechanical properties and reduced unit weight. Their microstructure is complex and consists of large foam-induced voids embedded within a cemented porous matrix. The matrix has been recently studied, whereas there is a lack of knowledge about the distribution, size and stability of foam-induced voids during the chemo-physical evolution of the system. In this study, a novel microstructural investigation has been developed by performing X-ray microtomography on LWCS samples lightened with 40 % of foam at increasing curing time. The use of this technique allows quantitative analysis on the evolution of the foam-induced voids, not achievable by other conventional experimental techniques (<em>e.g</em>., Mercury Intrusion Porosimetry). Image analysis of X-ray microtomography scans shows that the foam-induced porosity remains stable (<em>i.e</em>., without collapse or coalescence) over curing time, whereas shrinkage fractures due to cement hydration lead to a slight increase of the porosity. Moreover, the frequency of largest voids decreases slightly due to precipitation of new compounds. The hydraulic conductivity of LWCS is estimated for the first time through a Pore Network Model, based on the real microstructure of the material, obtained from X-ray microtomography scans. The computed hydraulic conductivity is compared with the permeability of the matrix (<em>i.e</em>. cemented sample without foam) derived from Mercury Intrusion Porosimetry test and with the hydraulic conductivity estimated from experimental tests. The numerical result shows a good agreement with the experimental data (the values are of the same order of magnitude i.e.<em>,</em> 10<sup>−10</sup> m/s), highlighting that, for the considered foam content, hydraulic conductivity of LWCS is primarily controlled by the permeability of the matrix, as air voids and shrinkage fractures are isolated and accessible only through the matrix.</div></div>","PeriodicalId":21857,"journal":{"name":"Soils and Foundations","volume":"65 6","pages":"Article 101706"},"PeriodicalIF":3.7000,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soils and Foundations","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0038080625001404","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2025/11/6 0:00:00","PubModel":"Epub","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Lightweight Cemented Soils (LWCS), produced by mixing natural soil, water, cement and air foam, are characterised by high workability, good mechanical properties and reduced unit weight. Their microstructure is complex and consists of large foam-induced voids embedded within a cemented porous matrix. The matrix has been recently studied, whereas there is a lack of knowledge about the distribution, size and stability of foam-induced voids during the chemo-physical evolution of the system. In this study, a novel microstructural investigation has been developed by performing X-ray microtomography on LWCS samples lightened with 40 % of foam at increasing curing time. The use of this technique allows quantitative analysis on the evolution of the foam-induced voids, not achievable by other conventional experimental techniques (e.g., Mercury Intrusion Porosimetry). Image analysis of X-ray microtomography scans shows that the foam-induced porosity remains stable (i.e., without collapse or coalescence) over curing time, whereas shrinkage fractures due to cement hydration lead to a slight increase of the porosity. Moreover, the frequency of largest voids decreases slightly due to precipitation of new compounds. The hydraulic conductivity of LWCS is estimated for the first time through a Pore Network Model, based on the real microstructure of the material, obtained from X-ray microtomography scans. The computed hydraulic conductivity is compared with the permeability of the matrix (i.e. cemented sample without foam) derived from Mercury Intrusion Porosimetry test and with the hydraulic conductivity estimated from experimental tests. The numerical result shows a good agreement with the experimental data (the values are of the same order of magnitude i.e., 10−10 m/s), highlighting that, for the considered foam content, hydraulic conductivity of LWCS is primarily controlled by the permeability of the matrix, as air voids and shrinkage fractures are isolated and accessible only through the matrix.
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.