Engineering Geology of Clay and Clay Soils

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Earth Sciences".

Deadline for manuscript submissions: closed (20 October 2021) | Viewed by 4633

Special Issue Editor


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Guest Editor
Associate Professor, Department of Geodynamics, Complutense University of Madrid, 28040 Madrid, Spain

Special Issue Information

Dear Colleagues,

Clay and clay soils are some of the most important geological materials, and they have a great influence on the engineering geology properties of soils. Problems related to a specific clay composition or clay amount in a large area of engineering works (foundations, landslides, tunnels), occasionally producing large, destructive hazards that cost billions of dollars, have been documented elsewhere. The main engineering geological problems associated with clay-bearing soils are their low strength, high compressibility, high level of volumetric changes, low permeability, settlement, and extreme affinity to water. Some mechanical and hydraulic properties also are controlled significantly by way of individual, or groups of, clay particle arrangements (microfabrics). On the other hand, clay is desirable in many cases due to its properties, which may be used to benefit a geotechnical engineer’s design, for example, for impermeability in fill dams and waste landfills or as a binding material when combined with coarse-grained soils at a certain ratio. The study of the mechanical and hydraulic properties of compacted clays and their long-term stability under a range of temperatures in engineered barriers (high-level radioactive waste) has also been an important area of engineering geological experimental research work during the last few decades.

The type of clay mineral, mineralogical and chemical composition, and fundamental properties (large specific surface area, high isomorphic substitution, cation exchange capacity, negative unbalanced charge) are very important factors controlling the physical and geotechnical behavior of clay soils.

A complete understanding of the mineralogy, specific properties, interaction with water, strength and rheology, soil stabilization, microfabric and microstructure, and water content of clay and clay soils, including the broad relation of these to one another, as well as applied aspects and problems of clays and clay minerals helped by case histories, will be of great interest in the advancement of engineering geology, including evaluation of hazards for planning and protection purposes.

Dr. Meaza Tsige
Guest Editor

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Keywords

  • Engineering geology
  • Clay minerals
  • Clay soils
  • Microfabric

Published Papers (2 papers)

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Research

19 pages, 6515 KiB  
Article
Structure and Mechanical Properties of the Dueñas Clay Formation (Tertiary Duero Basin, Spain): An Overconsolidated Clay of Lacustrine Origin
by José Nespereira, José Antonio Blanco, Mercedes Suárez, Emilia García-Romero, Mariano Yenes and Serafín Monterrubio
Appl. Sci. 2021, 11(24), 12021; https://0-doi-org.brum.beds.ac.uk/10.3390/app112412021 - 17 Dec 2021
Cited by 1 | Viewed by 1986
Abstract
The Dueñas Clay Formation is considered an example of a deposit of lacustrine continental origin. It is formed mainly by overconsolidated clays and includes feldspathic arenites, and clayey and silty levels; however, in geotechnical projects it is considered a clay unit and treated [...] Read more.
The Dueñas Clay Formation is considered an example of a deposit of lacustrine continental origin. It is formed mainly by overconsolidated clays and includes feldspathic arenites, and clayey and silty levels; however, in geotechnical projects it is considered a clay unit and treated as a whole. The structure of each level was assessed in the field, in thin sections, and by SEM in the case of the clayey level. In addition, identification, strength, deformation, and durability tests were undertaken according to the nature of the samples (grain size analysis, Atterberg Limits, point load test, direct shear tests, uniaxial compression tests, swelling pressure, and unidimensional consolidation tests). The durability test was used as a criterion for dividing the levels within the formation according to their behavior as soil or rock. It was observed that the proportion and type of carbonate cementation controls the way in which the material behaves, with sparithic cement increasing the strength. The clay levels are expansive due to the presence of smectite, which also influences their behavior under shear stress. In addition, the massive and laminar structure of the layers caused by the continental conditions, in addition to the processes of post-sedimentation, explain their low compressibility. Full article
(This article belongs to the Special Issue Engineering Geology of Clay and Clay Soils)
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17 pages, 4175 KiB  
Article
Sensitivity Analysis of Anchored Slopes under Water Level Fluctuations: A Case Study of Cangjiang Bridge—Yingpan Slope in China
by Jinxi Liang and Wanghua Sui
Appl. Sci. 2021, 11(15), 7137; https://0-doi-org.brum.beds.ac.uk/10.3390/app11157137 - 02 Aug 2021
Cited by 5 | Viewed by 1677
Abstract
This paper presents an improved slope stability sensitivity analysis (ISSSA) model that takes anchoring factors into consideration in umbrella-anchored sand and clay slopes under reservoir water level fluctuation. The results of the ISSSA model show that the slope inclination and the layout density [...] Read more.
This paper presents an improved slope stability sensitivity analysis (ISSSA) model that takes anchoring factors into consideration in umbrella-anchored sand and clay slopes under reservoir water level fluctuation. The results of the ISSSA model show that the slope inclination and the layout density of anchors are the main controlling factors for sand slope stability under fluctuation of the water level, while the slope inclination and water head height are the main controlling factors for slope stability in the Cangjiang bridge—Yingpan slope of Yunnan province in China. Moreover, there is an optimum anchorage angle, in the range of 25–45 degrees, which has the greatest influence on slope stability. The fluctuation of the reservoir water level is an important factor that triggers slope instability; in particular, a sudden drop in the surface water level can easily lead to landslides; therefore, corresponding measures should be implemented in a timely manner in order to mitigate landslide disasters. Full article
(This article belongs to the Special Issue Engineering Geology of Clay and Clay Soils)
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