Elemental mapping by micro X-ray fluorescence to assess binder distribution of improved soils

This paper explores micro X-ray fluorescence (µXRF) as a novel technique in geotechnical engineering to investigate the binder distribution in a cement-improved clay. The technique scans a 2D surface of a specimen providing continuous heatmaps of an element of interest such as calcium, a major component in cement. A soft and sensitive natural clay was improved with cement using different mixing times ranging between 30 s and 10 min. The subsequent µXRF tests revealed a poor binder distribution with considerable binder accumulations for short mixing times. Longer mixing times, however, resulted in a well distributed binder. The unconfined compressive strength after around four weeks of curing ranged from 100 to 200 kPa for the shortest mixing times to 400–450 kPa for the longest mixing time as a direct result of the varying binder distributions. The paper demonstrates that the µXRF technique can be a useful technique to characterise the binder distribution in improved soils.

Authors

Institutions

Publication Details

Journal
Géotechnique Letters
Published
2024-11-11
DOI
https://doi.org/10.1680/jgele.24.00078
Citations
1
Primary Topic
Mineral Processing and Grinding
Type
article
Field-Weighted Citation Impact
0.21
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Elemental mapping by micro X-ray fluorescence to assess binder distribution of improved soils

Sølve Hov, Karina Zabłocka, Klaartje De Weerdt, Priscilla Paniagua
1 citations
Géotechnique Letters
Mineral Processing and Grinding
0.21
article

Elemental mapping by micro X-ray fluorescence to assess binder distribution of improved soils

Sølve Hov, Karina Zabłocka, Klaartje De Weerdt, Priscilla Paniagua
article en
1 citations

Abstract

This paper explores micro X-ray fluorescence (µXRF) as a novel technique in geotechnical engineering to investigate the binder distribution in a cement-improved clay. The technique scans a 2D surface of a specimen providing continuous heatmaps of an element of interest such as calcium, a major component in cement. A soft and sensitive natural clay was improved with cement using different mixing times ranging between 30 s and 10 min. The subsequent µXRF tests revealed a poor binder distribution with considerable binder accumulations for short mixing times. Longer mixing times, however, resulted in a well distributed binder. The unconfined compressive strength after around four weeks of curing ranged from 100 to 200 kPa for the shortest mixing times to 400–450 kPa for the longest mixing time as a direct result of the varying binder distributions. The paper demonstrates that the µXRF technique can be a useful technique to characterise the binder distribution in improved soils.

Géotechnique LettersVol. 14(4)
Norwegian Geotechnical Institute (NO), Norwegian University of Science and Technology (NO)
Openalex Percentile: Top 50%
Mineral Processing and Grinding
0.21
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.