Next Article in Journal
Use of a Zeolite and Molecular Sieve to Restore Homeostasis of Soil Contaminated with Cobalt
Previous Article in Journal
Interaction Between FeOOH and NaCl at Extreme Conditions: Synthesis of Novel Na2FeCl4OHx Compound
Previous Article in Special Issue
Swell–Shrink Behavior of Rubberized Expansive Clays during Alternate Wetting and Drying
Open AccessArticle

Strength and Volume Change Characteristics of Clayey Soils: Performance Evaluation of Enzymes

1
University College of Engineering & Technology, Bahauddin Zakariya University, Multan 66000, Pakistan
2
Department of Civil Engineering, Universiti Kebangsaan Malaysia, Bangi 43600, Selangor, Malaysia
3
Department of Civil Engineering, Pakistan Institute of Engineering and Technology, Multan 66000, Pakistan
4
Department of Civil Engineering, NFC-Institute of Engineering and Technology, Multan 66000, Pakistan
5
Department of Environmental Chemistry, Bayreuth Centre for Ecology and Environmental Research, University of Bayreuth, 95440 Bayreuth, Germany
*
Authors to whom correspondence should be addressed.
Minerals 2020, 10(1), 52; https://doi.org/10.3390/min10010052
Received: 1 October 2019 / Revised: 23 December 2019 / Accepted: 25 December 2019 / Published: 6 January 2020
This study was conducted to evaluate the strength and volume change characteristics of a sedimentary residual soil mixed with bentonite (S1) when treated with three different enzymes. In addition, three reference clays including bentonite, illite, and kaolinite were also treated with enzymes to study the effect on their strength characteristics. Soil samples prepared at the optimum moisture content (OMC) were sealed and cured for four months. After curing, reference clays were tested for unconfined compressive strength (UCS). For swell tests, the S1 soil samples were placed on porous stones, which were immersed in water to allow capillary soaking of the samples. S1 samples were allowed to dry at ambient temperature for shrinkage test until the rate of reduction in volume became negligible. On completion of swell tests, the samples were tested for UCS to determine the decrease in strength due to saturation. No increase in strength and decrease in volume change were observed for any of the enzymes and dosages. Field Emission Scanning Electron Microscope (FESEM) showed some dense packing of particles for treated samples, whereas X-ray diffraction (XRD) did not reveal any change; in fact, the pattern for untreated and treated soil samples were indistinguishable. View Full-Text
Keywords: soil; enzymes; swell; shrinkage; stabilization soil; enzymes; swell; shrinkage; stabilization
Show Figures

Figure 1

MDPI and ACS Style

Khan, T.A.; Taha, M.R.; Khan, M.M.; Shah, S.A.R.; Aslam, M.A.; Waqar, A.; Khan, A.R.; Waseem, M. Strength and Volume Change Characteristics of Clayey Soils: Performance Evaluation of Enzymes. Minerals 2020, 10, 52.

Show more citation formats Show less citations formats
Note that from the first issue of 2016, MDPI journals use article numbers instead of page numbers. See further details here.

Article Access Map by Country/Region

1
Back to TopTop