Published February 1, 2019 | Version v1
Journal article

Influence of Micro and Nanosilica on the Frost–Heave Process

  • 1. Wrocław University of Environmental and Life Sciences, Institute of Building Engineering, pl. Grunwaldzki 24, 50-363 Wrocław (Poland)

Description

Frost-heave of soils is an important problem in engineering practice. Thus, it became necessary to find an adequate method that would reduce the negative effect of this phenomenon on building structures. The paper presents the preliminary tests results of microsilica (MS) and nanosilica (NS) influence on the water freezing process in frost-susceptible soils. The selection of stabilising additives also allowed for the analysis of changes that result from their transition from micro to nanoscale. For the purposes of the experiment a test stand was constructed, that enables to analyse six samples at the same time, at inflow of water from the bottom and freezing direction from the top. The use of linear potentiometer displacement sensors allowed to measure the increase in the height of samples automatically. Additionally, the measurement stand was equipped with digital semiconductor temperature sensors, so temperature could be measured at various heights of the samples. Moreover, an array of electrodes was applied to measure the electrical conductivity of soil at various levels of samples, which enabled the analysis of changes that occur in freezing soil. The tests were conducted according to the BS 812-124:1989 standard, in three variants: soil, soil + 5% MS, soil + 5% NS. The obtained results demonstrated that the addition of microsilica reduces the occurrence of ice lenses, which in turn significantly decreases the growth in sample height. However, the addition of nanosilica completely stops the frost-heave process. Ice lens is not created, only a frost line is noticeable. Analysing the distribution of temperatures at different heights, it was noted that stabilised samples are characterised by higher temperature in comparison to the soil without additives. This means that the analysed stabilisers reduce the degree of freezing of the soil mixture. The highest temperatures were noted in samples stabilised with nanosilica. Conductivity tests also demonstrated that the smallest changes occurred in samples stabilised with nanosilica. This results from the fact that ice lenses did not occur in such samples. In order to analyse the obtained results and their interpretation thoroughly, it is necessary to perform a detailed analysis of the microstructure both of soil and of soil with stabilising additives. (paper)

Availability note (English)

Available from http://dx.doi.org/10.1088/1757-899X/471/4/042020

Additional details

Publishing Information

Journal Title
IOP Conference Series. Materials Science and Engineering (Online)
Journal Volume
471
Journal Issue
4
Journal Page Range
[9 p.]
ISSN
1757-899X

Conference

Title
3. World Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium
Acronym
WMCAUS 2018
Dates
18-22 Jun 2018
Place
Prague (Czech Republic)

INIS

Country of Publication
United Kingdom
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
52107900
Subject category
S36: MATERIALS SCIENCE; S42: ENGINEERING;
Resource subtype / Literary indicator
Conference
Descriptors DEI
ADDITIVES; ELECTRIC CONDUCTIVITY; FREEZING; FROST; MICROSTRUCTURE; MIXTURES; NANOSTRUCTURES; POTENTIOMETERS; SEMICONDUCTOR MATERIALS; SENSORS; SOILS; WATER
Descriptors DEC
DISPERSIONS; ELECTRIC MEASURING INSTRUMENTS; ELECTRICAL EQUIPMENT; ELECTRICAL PROPERTIES; EQUIPMENT; HYDROGEN COMPOUNDS; ICE; MATERIALS; MEASURING INSTRUMENTS; OXYGEN COMPOUNDS; PHASE TRANSFORMATIONS; PHYSICAL PROPERTIES