Log in

Relevant bibliographies by topics / Atterberg limits test

Contents

Journal articles
Book chapters
Conference papers

Academic literature on the topic 'Atterberg limits test'

Author: Grafiati

Published: 7 June 2025

Last updated: 2 August 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Atterberg limits test.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Atterberg limits test"

1

Nguyen, Hoang Han, and David McMahon. "Can the shrink-swell index be predicted in the Wagga Wagga region based on Atterberg limits?" Australian Geomechanics Journal 59, no. 1 (2024): 107–17. http://dx.doi.org/10.56295/agj5916.

Full text

Abstract:

Relationships between the shrink-swell index and other clay tests, such as Atterberg limits have been investigated by others however, there is not any available information for the Wagga Wagga region in NSW Australia. This study’s objective is to establish some relationships between the shrink-swell index and Atterberg limits of the soils in the Wagga Wagga region. A total of 27 samples at different locations and depths was tested for shrink-swell index, linear shrinkage, liquid limit, plastic limit, plasticity index and soil particle size distribution, using Australian Standard test methods.

APA, Harvard, Vancouver, ISO, and other styles

2

Mearek, Saleem Mahmood, Alaa Kharbat Shadhar, and Haqqi Hadi Abbood. "Relation Between Swelling Pressure and Potential Expansion Soil with Atterberg Limits." Wasit Journal of Engineering Sciences 10, no. 2 (2022): 12–19. http://dx.doi.org/10.31185/ejuow.vol10.iss2.333.

Full text

Abstract:

The expansive soils can be founded in various regions and extent areas in the south, middle and north of Iraq. Damage to these soils may appear immediately after construction within five years, or it may take several years until something happen to disturb to moisture structure of the soil. This work aims to find the relation between Atterberg limits, swelling potential, and swelling pressure for five samples. This work is projected to forecast the volume changes in site soil associated with the changes in soil plasticity. The behavior of an expansive soil (bentonite sand mixture) (B-S) subjec

APA, Harvard, Vancouver, ISO, and other styles

3

Kayabali, Kamil, and Osman Oguz Tufenkci. "Shear strength of remolded soils at consistency limits." Canadian Geotechnical Journal 47, no. 3 (2010): 259–66. http://dx.doi.org/10.1139/t09-095.

Full text

Abstract:

The undrained shear strength of remolded soils is of concern in certain geotechnical engineering applications. Several methods for determining this parameter exist, including the laboratory vane test. This study proposes a new method to estimate the undrained shear strength, particularly at the plastic and liquid limits. For 30 inorganic soil samples of different plasticity levels, we determined the Atterberg limits, then performed a series of reverse extrusion tests at different water contents. The plastic and liquid limits are derived from the linear relationship between the logarithm of the

APA, Harvard, Vancouver, ISO, and other styles

4

Wasti, Y., and M. H. Bezirci. "Determination of the consistency limits of soils by the fall cone test." Canadian Geotechnical Journal 23, no. 2 (1986): 241–46. http://dx.doi.org/10.1139/t86-033.

Full text

Abstract:

The liquid and plastic limits for a variety of natural and artificial soils covering a wide range of plasticity, as determined by the Casagrande method and the fall cone test and based on a strength criterion, were compared. To check the validity of the strength criterion, the undrained shear strength of these soils has been determined with a laboratory vane over the water content range between these limits. A limited comparison of the undrained strength values obtained from the vane test and fall cone test is also given. Key words: Atterberg limits, consistency, fall cone, laboratory vane, sh

APA, Harvard, Vancouver, ISO, and other styles

5

Firmansyah, Dimas Aldie, Andri Krisnandi Somantri, Atmy Verani Rouly Sihombing, Asep Sundara, and Lindung Zalbuin Mase. "Optimization of the Atterberg Limits on expansive soil stabilized with chitosan biopolymer." E3S Web of Conferences 479 (2024): 06002. http://dx.doi.org/10.1051/e3sconf/202447906002.

Full text

Abstract:

Pavement deterioration can be caused by expansive road subgrade material. Swelling properties are one of the problems on expansive soils. The swelling properties can be decreased by stabilization using additives. The potential of using chitosan biopolymer for soil improvement is attractive due to environmental friendliness and sustainability. This research was conducted to determine the effect of chitosan biopolymer from shrimp shell waste on the Atterberg Limits of expansive soil. This test can be used as an initial assessment of soil strength and stiffness parameters. The Atterberg Limits te

APA, Harvard, Vancouver, ISO, and other styles

6

O’Kelly, Brendan C. "Review of Recent Developments and Understanding of Atterberg Limits Determinations." Geotechnics 1, no. 1 (2021): 59–75. http://dx.doi.org/10.3390/geotechnics1010004.

Full text

Abstract:

Among the most commonly specified tests in the geotechnical engineering industry, the liquid limit and plastic limit tests are principally used for (i) deducing useful design parameter values from existing correlations with these consistency limits and (ii) for classifying fine-grained soils, typically employing the Casagrande-style plasticity chart. This updated state-of-the-art review paper gives a comprehensive presentation of salient latest research and understanding of soil consistency limits determinations/measurement, elaborating concisely on the many standardized and proposed experimen

APA, Harvard, Vancouver, ISO, and other styles

7

Adunoye, G. O., A. A. Ojo, A. F. Alasia, and M. O. Olarewaju. "A study on the correlation potential of compaction characteristics and atterberg limits of selected lateritic soils." International Journal of Physical Research 8, no. 1 (2020): 22. http://dx.doi.org/10.14419/ijpr.v8i1.30689.

Full text

Abstract:

The importance of soil compaction for civil engineering construction and application cannot be over-emphasised. To perform soil compaction, numerous number of samples are required, with considerable time and laborious laboratory activities. This has necessitated the need to find models for the prediction of compaction characteristics, using easily determined soil properties. This work therefore undertook a study of the correlation potential of compaction characteristics and Atterberg limits of soils, with a view to modelling compaction characteristics, using Atterberg limits. To achieve this a

APA, Harvard, Vancouver, ISO, and other styles

8

Al-Mohammedi, Amenah Adnan Shakir. "Evaluation of Glass Powder's Impact on the Atterberg Limits of Anbar Soil." Engineering, Technology & Applied Science Research 14, no. 5 (2024): 17276–79. http://dx.doi.org/10.48084/etasr.8351.

Full text

Abstract:

Soil stabilization is crucial for the construction industry in regions with clayey expanding soil. Adding certain materials can enhance the geotechnical properties of the soil. Ground glass powder is studied herein as an additive to clay soil, by applying the Atterberg Limit Test (ALT). The use of ALT can give a basic assessment of the suitability of the soil, which also determines the optimal ratio of the glass material that must be added to the mixture. Laboratory experiments were conducted utilizing the Casagrande apparatus by adding 4%, 5%, and 6% of ground glass to clay soil, and the impa

APA, Harvard, Vancouver, ISO, and other styles

9

C. ONYELOWE, Kennedy, Michael E. ONYIA, Eze R. ONUKWUGHA, et al. "Atterberg Limits of Modified Compacted Clayey Soil for Sustainable Green Subgrade Structure." Jurnal Kejuruteraan 33, no. 3 (2021): 651–59. http://dx.doi.org/10.17576/jkukm-2021-33(3)-23.

Full text

Abstract:

Atterberg limits are one of the fundamental geotechnical parameters used to assess the settlement and other volume change parameters of engineering soils containing clays. This paper describes index test results on expansive soil treated with rice husk ash (RHA) and 5%, 10%, and 15% quicklime activated rice husk ash (QARHA) obtained using laboratory testing procedure. The cost of conventional binders used in earthwork has necessitated the need to look for cheaper materials that serve the same purpose. Also, the extent of environmental poisoning due to the use of cement is worrisome and has mot

APA, Harvard, Vancouver, ISO, and other styles

10

Syed, Husnain Ali Shah. "Influence of Granite Cutting Waste Addition on the Geotechnical Parameters of Cohesive Soil." International Journal of Engineering Research and Advanced Technology (IJERAT) 5, no. 7 (2019): 75–84. https://doi.org/10.31695/IJERAT.2019.3459.

Full text

Abstract:

<em>The current study analyzes the effect of granite cutting waste addition on the properties of cohesive soil. Representative samples of cohesive soils were collected from the Mansehra and Balakot areas of Hazara, Pakistan and their major geotechnical properties determined following the standard ASTM procedures. The determined properties include the Atterberg limits, i.e. Liquid Limit (LL), Plastic Limit (PL), Plasticity Index (PI), and Maximum dry density, Optimum moisture contents, Un-confined compressive strength, Activity and Expansion. Both the soils are classified as active soils posses

APA, Harvard, Vancouver, ISO, and other styles

More sources

Book chapters on the topic "Atterberg limits test"

1

Leong, Eng-Choon, and Martin Wijaya. "Atterberg limits and shrinkage test." In Laboratory Tests for Unsaturated Soils. CRC Press, 2023. http://dx.doi.org/10.1201/b22304-5.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Georgiannou V.N., Ferreira P., and Altuhafi F. "Measurement of stiffness of Greek stiff soils." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-185.

Full text

Abstract:

Research into the stress-strain behaviour of many stiff clays and weak rocks has demonstrated conclusively that it is highly nonlinear. Hence, to calculate ground movements it is necessary to define stiffness parameters at strains which correspond to the strains caused by the construction. In this paper the stiffness of five soils from various Greek construction sites was evaluated through improved equipment and test techniques. These included measurement of shear wave velocity and the use of local strain instrumentation. The latter comprised of miniature inclinometers and LVDTs. Tests were pe

APA, Harvard, Vancouver, ISO, and other styles

3

Louzada N.S.L., Martinez I.M.R., and Casagrande M.D.T. "Mechanical Behavior of a Clayey Soil with the Insertion of Fine Crushed Polyethylene Terephthalate." In From Fundamentals to Applications in Geotechnics. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-603-3-1407.

Full text

Abstract:

Every year millions of bottles of polyethylene terephthalate (PET) are discarded into the environment. In order to reduce the disposal of this polymer in nature, this study aims to evaluate the mechanical behavior of a clayey soil mixed with fine crushed PET. The potential use of this waste material in geotechnical applications may ultimately reduce the problem of improper disposal and improve the strength and deformation characteristics of the soil. This paper presents an experimental study to evaluate the mechanical behavior of pure soil and mixtures with different contents of PET waste by t

APA, Harvard, Vancouver, ISO, and other styles

4

Plytas C., Baltzoglou A., Chlimintzas G., Anagnostopoulos G., Kozompolis A., and Koutalia Ch. "Empirical determination of the undrained shear strength of very stiff to (very) hard cohesive soils from SPT tests." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-61.

Full text

Abstract:

The Standard Penetration Test has become increasingly popular in testing stiff to hard cohesive soils. Several correlations have been proposed that associate undrained shear strength with SPT blowcount in such soils. These correlations, often produced through significant data scatter, are typically restricted to specific materials and their main drawback is their not taking into account physical characteristics, often conveniently reflected in trivial lab processes, e.g. clay mineralogy manifested through Atterberg limits. A simplified empirical relationship is presented that correlates the un

APA, Harvard, Vancouver, ISO, and other styles

5

Lopes Laranjo M., Matos Fernandes M., and Almeida e Sousa J. "Some basic trends on the geotechnical characteristics of Lisbon Miocene clays." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-351.

Full text

Abstract:

This paper presents a collection of data obtained at different locations concerning Miocene clays, which form a significant part of Lisbon subsoil. The data includes both laboratory and in situ tests, namely: mineralogical characterization; determination of index properties; grain size distribution; natural water content and Atterberg limits; uniaxial compression tests; triaxial compression tests; SPT and cross-hole seismic tests. The characterization of a particular site concerning Miocene clays and including both laboratory and in situ tests is presented. The amount of information is very si

APA, Harvard, Vancouver, ISO, and other styles

6

Al-Taie A.Y., Disfani M.M., Evans R.P., Arulrajah A., and Horpibulsuk S. "Determination of Optimum Lime Content for Volcanic Expansive Clays." In From Fundamentals to Applications in Geotechnics. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-603-3-1623.

Full text

Abstract:

This paper reports on a new method for determination of the optimum lime content for stabilisation of volcanic expansive clays. The suitability of past methods such as Eades and Grim is also discussed. In this study, Braybrook (West Melbourne, Australia) volcanic expansive clay was stabilized using hydrated lime. Physical properties of untreated samples and those treated with 2, 3, 4, 6, 8, and 10 percentages of lime were obtained. Results of the Loss of Ignition test indicate that some organic material was present in the studied clay. PH concentration of each mixture was determined at differe

APA, Harvard, Vancouver, ISO, and other styles

7

Ocholi Amana and Joel Manasseh. "Cement stabilization of laterite-quarry dust mixture for interlocking brick production." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-676.

Full text

Abstract:

The suitability of laterite mixed with 0 %, 10 %, 20 % and 30 % Quarry dust, stabilized with 0 %, 2%, 4 %, 6 % and 8 % cement content by dry weight of laterite for interlocking brick production was investigated. Grain size analysis, was performed on natural laterite, while Atterberg's limits test, was performed on laterite, mixed with quarry dust and cement. Compressive strength test and water absorption test were performed on bricks produced using different combination of laterite, quarry dust and cement. The 28 day compressive strength of bricks produced with untreated laterite increased fro

APA, Harvard, Vancouver, ISO, and other styles

8

Barros J.M.C., Silveira R.M.S., and Amaral C.S. "Geotechnical properties of Brazilian marine clays." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-143.

Full text

Abstract:

This paper presents the main results obtained from an extensive laboratory investigation on Brazilian marine clays. Samples were collected from different depths in eight petroleum fields (Marlim, Marlim Leste, Marlim Sul, Espadarte, Jabuti, Jubarte, Cachalote and Roncador) located in Campos basin and one petroleum field (Piranema) located in Sergipe - Alagoas basin, offshore Brazil. Grain size analyses, Atterberg limits, oedometer tests, isotropically consolidated undrained compression (CIUC) and K0-consolidated undrained compression (CK0UC) triaxial tests, direct simple shear (DSS) and resona

APA, Harvard, Vancouver, ISO, and other styles

9

Mgangira M.B. "Properties controlling the resistance to abrasion and erosion of stabilized sandy soils using non-traditional additives." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-213.

Full text

Abstract:

Sands are generally loose with very little natural binding capacity to resist wheel traction forces and therefore do not generally meet the traditional requirements of wearing course materials for unpaved roads unless they are subjected to some form of treatment. On the basis of the sand properties and performance before and after treatment, measured by the abrasion and erosion tests, the factors that controlled the effectiveness of the stabilization were established. It was found that particle size distribution, Atterberg limit values as determined on material passing the 0.075 mm sieve, part

APA, Harvard, Vancouver, ISO, and other styles

10

Baltodano-Goulding Rafael, Vidal-Rivera Paola, and Rivera-Vasquez Irene. "Soil-Solid Waste Theoretical Settlement Estimation for a Sanitary Landfill in Costa Rica." In From Fundamentals to Applications in Geotechnics. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-603-3-927.

Full text

Abstract:

A series of geotechnical and geoenvironmental engineering tests were performed on samples obtained from Los Mangos Sanitary Landfill in Alajuela, Costa Rica. Geotechnical testing included natural water contents, grain size distribution, Atterberg Limits, Specific Gravity, And USCS soil classification. The Environmental engineering testing included Total Solids, Moisture Content, Fixed Solids, Volatile Solids, pH, Chemical Oxygen Demand, Biochemical Oxygen Demand, and Heavy Metals (Cd, Pb, Cu, and Fe). The samples were classified according to their age: one year old sample (soil and waste), a t

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Atterberg limits test"

1

Ozturk, Emre, Mehmet Turkezer, Emre Duman, et al. "Visualization of Atterberg Limits Test through a Virtual Soil Laboratory." In Geo-Congress 2022. American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784484067.050.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

AHMED, Omer. "Characteristics of compressed stabilized earth blocks for construction in Sudan." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-127.

Full text

Abstract:

Abstract. As literature evidence proved that the compressed stabilized earth blocks (CSEB) units are an alternative environmentally friendly and low-cost building material, the objective of this case study is to examine the suitability of selected published guidelines to produce CSEB in Sudan. From two different locations in Omdurman city, two soil samples were collected: one was collected from Halaib zone and denoted by H, while the other was collected from the west bank of the river Nile and denoted by N, which was later modified by adding some sand and denoted by Nm. Several laboratory test

APA, Harvard, Vancouver, ISO, and other styles

3

RAKH, Avinash A. "Soil stabilization by using brick waste powder." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-63.

Full text

Abstract:

Abstract. Structures built on black cotton soil face significant deformation risks due to the soil's high shrink-swell potential. Predominantly found in India, black cotton soil poses serious challenges to construction because of its inherent instability. With rapid urbanization, enhancing the load-bearing capacity of such soils is critical to ensuring the durability of infrastructure, particularly in pavements. The Indian construction industry produces approximately 150 million tons of waste annually, creating significant disposal issues. Among this waste is brick powder, a by-product of cons

APA, Harvard, Vancouver, ISO, and other styles

4

Cao, Z. X., Y. Chen, J. Chen, and Q. Xu. "Laboratory Studies on the Characteristics of Public Fill used in Reclamation Project in the Deep-sea Area." In The HKIE Geotechnical Division 42nd Annual Seminar. AIJR Publisher, 2022. http://dx.doi.org/10.21467/proceedings.133.28.

Full text

Abstract:

To reduce solid wastes and recover useful resources, an artificial island in the deep-sea area was built and it was planned to use the sorted public fill as the replacement of sand in the land reclamation. The use of the public fill as the replacement of sand not only reduced the CO2 emission, but also shortened the construction period. Although the use of public fill gives benefits to environmental sustainability, the public fill is rarely used in Hong Kong for reclamation in the deep-sea artificial island. Furthermore, the short-term and long-term post-construction settlement due to surcharg

APA, Harvard, Vancouver, ISO, and other styles

5

Divyangani, U., and C. Hettiarachchi. "Utilization of varied grades of coir fibers to enhance the subgrade strength of rural roads constructed on soft soils." In Transport Research Forum 2025. Transportation Engineering Group, Department of Civil Engineering, University of Moratuwa, 2025. https://doi.org/10.31705/trf.2025.12.

Full text

Abstract:

With the continuous development of the urban areas in Sri Lanka, the shortage of land for the construction of pavements has become as a major issue. In such instances, Engineers are supposed to resort to constructing pavements in areas with soils that are known to be problematic. These problematic soils are most commonly known to be clays and silts due to their high swelling and shrinkage characteristics along with poor load-bearing behavior. The current method of "excavation and replacement" for altering the subgrade, is unquestionably expensive and time-consuming. Therefore, alternatives sho

APA, Harvard, Vancouver, ISO, and other styles

6

Thushyanthan, S., and U. P. Nawagamuwa. "Identifying potential geo-hazards in Hingurakgoda area linked to damaged houses." In Civil Engineering Research Symposium 2024. Department of Civil Engineering, University of Moratuwa, 2024. http://dx.doi.org/10.31705/cers.2024.36.

Full text

Abstract:

Expansive soils pose significant challenges for construction projects worldwide due to their dynamic response to changes in moisture levels. This study focuses on identifying and categorizing expansive soils in the Hingurakgoda region, using data from the National Building Research Organization (NBRO) alongside advanced analytical techniques. By examining key soil parameters such as Atterberg limits, clay content, moisture content, and swell pressure, the research aims to understand the underlying causes of structural issues affecting buildings in the area. Spatial analysis tools like ArcGIS a

APA, Harvard, Vancouver, ISO, and other styles

7

GANIYU, A. A. "Influence of Omani Sarooj on plasticity and california bearing ratio of expansive soil." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-50.

Full text

Abstract:

Abstract. Expansive soils have extreme swelling and shrinking responses to changes in moisture content, hence, there is need for their stabilisation prior to construction usage. Sarooj is a traditional pozzolan produced locally in Oman which has been used as a cementing material for centuries. Sarooj is a sustainable material, sourced locally with lower production energy requirement, lower CO2 emission, and proven durability. This research investigates the impacts of Sarooj on the plasticity and California Bearing Ratio (CBR) of expansive soil obtained from Al Murtafa’a area, Muscat, Oman. The

APA, Harvard, Vancouver, ISO, and other styles

8

Jayashree, J. "Experimental Study on Strength Characteristics of Fly Ash and Rice Husk Ash added Clay Soil." In Sustainable Materials and Smart Practices. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901953-16.

Full text

Abstract:

Abstract. Clay soil is usually stiff in dry state, but in wet state, it loses its stiffness and becomes softer. Various types of clay minerals have unique characteristics of low bearing capacity and certain compressibility. Especially Montmorillonite clay mineral exhibits more degree of swelling and shrinkage and loss of strength when moisture added. According to recent research, rice husk ash is a potential improving material based on its pozzolanic activity. In this study, to improve the engineering properties of expansive clay the admixture such as fly ash and rice husk ash will be added in

APA, Harvard, Vancouver, ISO, and other styles

9

Fagundes, Diego F., Khader I. Rammah, Marcio S. S. Almeida, Julio Pequeno, Jose Renato M. S. Oliveira, and Ricardo Garske Borges. "Strength Behaviour Analysis of an Offshore Brazilian Marine Clay." In ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/omae2012-83008.

Full text

Abstract:

The main purpose of this paper is to describe the geotechnical behaviour of a deep water marine clay obtained from Campos basin oil field located offshore the state of Rio de Janeiro in Brazil. The soil samples were obtained at a depth of about 1500 m using a Kullenberg piston corer. Characterization tests were undertaken on the clay samples, including water content, Atterberg limits, particle size distribution and specific density. Isotropic and anisotropic undrained triaxial tests were also carried out on both normal and over-consolidated samples to assess both the conventional strength and

APA, Harvard, Vancouver, ISO, and other styles

10

RATHOD, Rajshekhar G. "Impact of crushed sand and lime on clayey soil for pavement sub- grade." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-109.

Full text

Abstract:

Abstract. Black cotton soil, a common inorganic clay in India, covers around 20% of the nation, primarily in the central and western areas. This soil type presents considerable issues for road building because to its shrinkage and swelling properties, which result in fissures and uneven settling. Replacing the soil is impractical, thus soil stability is essential. This study looks at a unique way for improving soil engineering qualities by employing crushed sand and lime as stabilizers. The study examines various blends of black cotton soil with crushed sand and lime, including a control sampl

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!