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  1. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
  2. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 4, November 2014
  4. Water stability mechanism of silicification grouted loess
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Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 76
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 75
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 4, November 2014
The 2012 Hans Cloos lecture: physicochemical theory of effective stress in soils
Regression analyses for the minimum intensity-duration conditions of continuous rainfall for mudflows triggering in Yan’an, northern Shaanxi (China)
Erratum to: Regression analyses for the minimum intensity-duration conditions of continuous rainfall for mudflows triggering in Yan’an, northern Shaanxi (China)
Analyzing the stability of a failing rock slope for suggesting suitable mitigation measure: a case study from the Theng rockslide, Sikkim Himalayas, India
A new water–sediment separation structure for debris flow defense and its model test
A new geological model for Spriana landslide
Contribution to the study of the landslide of the city of Tigzirt (Algeria)
Effect of the combination characteristics of rock structural plane on the stability of a rock-mass slope
A coupled slope cutting—a prolonged rainfall-induced loess landslide: a 17 October 2011 case study
FEM application to loess slope excavation and support: case study of Dong Loutian coal bunker, Shuozhou, China
Water stability mechanism of silicification grouted loess
Preliminary analysis of spatial development of karst using a geostatistical simulation approach
The effect of different types of water on the swelling behaviour of expansive clays
Chemical analysis and X-ray diffraction assessment of stabilized expansive soils
Stiffness parameters of municipal solid waste
Study on the permeability evolution law and the micro-mechanism of CCL in a landfill final cover under the dry-wet cycle
Towards a multi-faceted Vadose Zone Assessment Protocol: cemetery guidelines and application to a burial site located near a seasonal wetland (Pretoria, South Africa)
Utilization of an underground mining evaluation map incorporating the effect of landslides and surface flooding for land-use purpose
V S profile: measured versus empirical correlations—a Lower Tagus river valley example
Developing cation exchange capacity and soil index properties relationships using a neuro-fuzzy approach
The characteristics of deformation and failure of coal seam floor due to mining in Xinmi coal field in China
Block caving-induced strata movement and associated surface subsidence: a numerical study based on a demonstration model
Defining the suitability of new crushed rock aggregate source areas in the North of Kocaeli Province using GIS
Flyrock in bench blasting: a comprehensive review
Influence of depth and geological structure on the transmission of blast vibrations
Resistivity mapping as a tool for identification and characterisation of weakness zones in crystalline bedrock: definition and testing of an interpretational model
Modifications to the GSI for granite in drilling
Mineralogical and geotechnical characterization of swelling marly clays of the Medea region of Algeria
Influence of petrographic characteristics on physico-mechanical properties of ultrabasic rocks from central Greece
Application of computerized tomographic scanning to the study of water-induced weakening of mudstone
Geological and geotechnical observations from the Niagara Tunnel Project
Granite plates as structural slabs in Brazilian buildings: application of reliability concepts
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 3, August 2014
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 2, May 2014
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 1, February 2014
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 70
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 69
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 68
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 66
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 63
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 62
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 61
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 59
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 57
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 55

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Water stability mechanism of silicification grouted loess

Content Provider Springer Nature Link
Author Lv, Qingfeng Wang, Shengxin Wang, Dekai Wu, Zhumin
Copyright Year 2014
Abstract Silicification is one of the chemical stabilisation methods used in the treatment of collapsible loess soils. The water stability therein is a key parameter in the silicification of grouted loess. Based on slaking tests, permeability measurement, X-ray diffraction spectra, X-ray energy dispersive spectroscopy, and scanning electron microscopy, the water stability mechanism inherent in the CO2-silicification grouted loess was investigated. Samples of original, compacted, and CO2-silicification grouted loess in 30 days curing were tested. To assess the long-term water stability, CO2-silicification grouted loess samples in 13, 19, and 24 years of curing were analysed. The study showed that the CO2-silicification grouted loess had good water erosion resistance, no disintegration, and good water stability over time. The water stability of CO2-silicification grouted loess depended on the strong bond strength of the grains and a low permeability. The complex physicochemical reactions among CO2, water, alkali earth metal salts, clay minerals, and organic matter in loess produced hydrate calcium (and magnesium) silicate gels, which were mainly coated on the surface of the soil skeleton grains and original cements. A few filled in the trellis pores. The gels coated on the soil skeleton limit the hydrophilicity of clay minerals and organic matter and improve water resistance, and if coated on original cements reinforce bond strength, consequently, the water stability of CO2-silicification grouted loess was improved.
Starting Page 1025
Ending Page 1035
Page Count 11
File Format PDF
ISSN 14359529
Journal Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Volume Number 73
Issue Number 4
e-ISSN 14359537
Language English
Publisher Springer Berlin Heidelberg
Publisher Date 2014-07-18
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Mechanism Water stability CO2-silicification grouted loess Disintegration Permeability Microstructure Geotechnical Engineering & Applied Earth Sciences Geoengineering, Foundations, Hydraulics Geoecology/Natural Processes Nature Conservation
Content Type Text
Resource Type Article
Subject Geology Geotechnical Engineering and Engineering Geology
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