Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Investigation of the adherence between clay blocks and grouts

View through CrossRef
Abstract This study aims to evaluate the adherence between clay blocks and grouts. For this purpose, push-out and pull-out tests were performed to assess the adherence presented by different combinations of five types of clay blocks and two types of grouts. The results demonstrated that the geometry of the cells of the clay blocks has a preponderant role in their adherence with grout, as the extent of the contact area between grout and block depends on the geometry of the cell. The shrinkage of the grout can cause the formation of cracks at the interface between block and grout, reducing the adherence between the materials. The shrinkage formed inside each type of block can be estimated based on the testing procedure developed in this research and used in conjunction with the geometric characteristics of the cells of the blocks to estimate the maximum load in the push-out tests. The test procedure developed to estimate the percentage of contact area lost due to grouts shrinkage shows to be promising, since its results were used in the equation to estimate the bond strength between blocks and grouts and shown good correlation. However, more study must be done because there are other variables that can affect the results. These results show that it is possible to use different characteristics of blocks and grouts to increase the adherence between these materials and provide a better behavior for reinforced masonry structures. However, it looks like if block types with a grooved hollow cell are used, a bigger contact surface is produced, and a higher bond strength appears to be assured.
Title: Investigation of the adherence between clay blocks and grouts
Description:
Abstract This study aims to evaluate the adherence between clay blocks and grouts.
For this purpose, push-out and pull-out tests were performed to assess the adherence presented by different combinations of five types of clay blocks and two types of grouts.
The results demonstrated that the geometry of the cells of the clay blocks has a preponderant role in their adherence with grout, as the extent of the contact area between grout and block depends on the geometry of the cell.
The shrinkage of the grout can cause the formation of cracks at the interface between block and grout, reducing the adherence between the materials.
The shrinkage formed inside each type of block can be estimated based on the testing procedure developed in this research and used in conjunction with the geometric characteristics of the cells of the blocks to estimate the maximum load in the push-out tests.
The test procedure developed to estimate the percentage of contact area lost due to grouts shrinkage shows to be promising, since its results were used in the equation to estimate the bond strength between blocks and grouts and shown good correlation.
However, more study must be done because there are other variables that can affect the results.
These results show that it is possible to use different characteristics of blocks and grouts to increase the adherence between these materials and provide a better behavior for reinforced masonry structures.
However, it looks like if block types with a grooved hollow cell are used, a bigger contact surface is produced, and a higher bond strength appears to be assured.

Related Results

The role of earthworms and water infiltration in clay mixing in peat meadows
The role of earthworms and water infiltration in clay mixing in peat meadows
Peat meadows in the Netherlands emit around 3% of the country’s total CO2 emissions. Measures to reduce the CO2 emissions in agricultural peat areas are mostly based on w...
Factors Affecting Clay Formation
Factors Affecting Clay Formation
AbstractBarshad’s method of calculating clay formation from the chemical analyses of the whole soil, the clay fraction, the nonelay fraction, and the mechanical analysis was applie...
STRENGTH DEVELOPMENT OF EPOXY GROUTS FOR PIPELINE REHABILITATION
STRENGTH DEVELOPMENT OF EPOXY GROUTS FOR PIPELINE REHABILITATION
Polymeric composites are increasingly being used as infill material in civil engineering applications for repairing damaged structures, including corroded pipelines. In repairing d...
Diagnostic blocks for chronic pain
Diagnostic blocks for chronic pain
Abstract Many conditions associated with chronic pain have no detectable morphological correlate. Consequently, the source of pain cannot be established by clinical ...
Development of lightweight building blocks using expanded polystyrene
Development of lightweight building blocks using expanded polystyrene
This study aimed to develop lightweight building blocks using Expanded Polystyrene (EPS) with varying percentages, assess their properties, including density, water absorption, por...
Peat enrichment with clay minerals to reduce CO2 emissions: a proof of principle study
Peat enrichment with clay minerals to reduce CO2 emissions: a proof of principle study
Over 80 % of the Dutch peatland is permanent grassland for agricultural use. To maintain these peat meadows the land is drained, resulting in carbon decomposition and greenhouse ga...
Blocks Size Frequency Distribution in the Tiger Stripes area (Enceladus)
Blocks Size Frequency Distribution in the Tiger Stripes area (Enceladus)
IntroductionEnceladus is a heavily cratered, ~500 km-size icy moon of Saturn [1], orbiting at ~4 Saturn radii from the planet. In 2005, the Cassini ISS-NAC camera [2] took high-res...
The adherence gap: Rural dwelling, low level of education, and missed opportunities for optimal hepatitis B control
The adherence gap: Rural dwelling, low level of education, and missed opportunities for optimal hepatitis B control
Background and Objectives: Long-term antiviral use can suppress hepatitis B virus (HBV) DNA, normalize liver function tests, reverse fibrosis and cirrhosis, and improve histologica...

Back to Top