2018
DOI: 10.1098/rsos.180779
|View full text |Cite
|
Sign up to set email alerts
|

Thermally induced deterioration behaviour of two dolomitic marbles under heating–cooling cycles

Abstract: Thermally induced deterioration behaviour can cause severe weathering in marbles. Most previous studies focus on the deterioration behaviour of calcitic marbles. Relevant studies of dolomitic marbles are generally carried out under a ‘high temperature and low cycling times' condition. Little attention is focused on the deterioration behaviour in dolomitic marbles when they are subjected to a large quantity of heating–cooling cycles under a ‘low temperature and high cycling times’ condition. This paper presents… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
4
0

Year Published

2019
2019
2024
2024

Publication Types

Select...
8

Relationship

3
5

Authors

Journals

citations
Cited by 13 publications
(4 citation statements)
references
References 16 publications
(21 reference statements)
0
4
0
Order By: Relevance
“…The LODs of various chemical elements are shown in Table 2. The greenish-white (Qingbai) marble and white (Hanbai) marbles [32,33] commonly used in Beijing's stone cultural relics were selected as matching objects; they were all collected from the Dashiwo quarry, Fangshan District, Beijing. One measuring point on each sample was selected for the chemical element content test using pXRF, and 16 sets of data were obtained and represented by D1~D16, respectively.…”
Section: Pxrf Chemical Element Measurementmentioning
confidence: 99%
“…The LODs of various chemical elements are shown in Table 2. The greenish-white (Qingbai) marble and white (Hanbai) marbles [32,33] commonly used in Beijing's stone cultural relics were selected as matching objects; they were all collected from the Dashiwo quarry, Fangshan District, Beijing. One measuring point on each sample was selected for the chemical element content test using pXRF, and 16 sets of data were obtained and represented by D1~D16, respectively.…”
Section: Pxrf Chemical Element Measurementmentioning
confidence: 99%
“…The compressive strength test is inevitably the most reliable means to determine the uniaxial compressive strength (UCS) of masonry materials [ 15 ]. The UCS was carried out in a TAW-2000 electric-fluid servo-controlled testing system at a loading rate of 0.5 MPa s −1 (GB/T 50266–2013) [ 16 ].…”
Section: Experimental Methodsmentioning
confidence: 99%
“…The pores with radii larger than 5 μm are normally not filled with salt crystals. Yu & Oguchi [21] proposed the salt susceptibility index (SSI) regarding the PSD and classified the resistance of masonry materials into six categories: exceptionally salt resistant (less than 1), very salt resistant (1-2), salt resistant (2-4), salt prone (4-10), very salt prone (10-15) and exceptionally salt prone (15)(16)(17)(18)(19)(20). The SSI is defined as:…”
Section: Pore Size Distributionmentioning
confidence: 99%
“…Studying the evolution of mesoscopic properties of rocks such as thermally-induced changes in the types and amounts of rock-forming minerals, grain sizes of minerals and crack initiation, generation and propagation are vital to understand and interpret any deterioration of macroscopic mechanical behavior of rocks 9 12 . On a mesoscopic scale, there are three factors that are known to account for the thermal deterioration of rocks: anisotropic thermal expansion ratios of rock-forming minerals 13 , 14 , mineral decomposition and recrystallization (or phase change) 15 , and thermal gradient inside rock samples (i.e. thermal shock) during heating and cooling processes 16 , 17 .…”
Section: Introductionmentioning
confidence: 99%