BEHAVIOURIAL STUDY OF EXPANSIVE SOILS AND ITSEFFECTONSTRUCTURES

Authors

  • Dr.Mohammed Ahmed Hussain
  • Huzaifa Yaman Mohammed

DOI:

https://doi.org/10.46243/jst.2021.v6.i06.pp51-63

Keywords:

Expansive soil, stability, fly ash, influence, structures

Abstract

There has been a lot of interest in expanding soil and its influence on buildings in the past, but little research has been done to understand its behaviour and how it affects structures. No thorough analysis of expansive soil has been published in the recent decade despite many publications on its features, behaviour, stability, and consequences on buildings. This work aims to provide an overview of the properties, behaviour, stability, and impacts on structures of expansive soil. It is a review. The physics and mechanics of it have been studied and various approaches have been attempted to stabilise it up to a point. Under addition to lime and fly ash, this soil is mostly stabilised with chemicals and performs well even in the most severe situations. Although its consequences and corrective procedures on buildings have been studied, little little has been done. Research in this subject will benefit from the study's technical overview and important information for future engineers and researchers.

References

Kartikey Tiwari, Sahil Khandelwal, Aman Jatale, 2012, Performance, Problems and Remedial Measures for the Structures Constructed onExpansive Soil in Malwa Region, India, International Journal of Emerging Technology and Advanced Engineering, Volume 2, Issue 12,December2012)

Gyanen. Takhelmayum, Savitha.A.L, Krishna Gudi, 2013, Laboratory Study on Soil Stabilization Using Fly ash Mixtures,InternationalJournalofEngineeringScienceandInnovativeTechnology(IJESIT)Volume2, Issue1,January2013

Murat Mollamahmutoglu, Yuksel Yilmaz and Ahmet Gürkan Güngör, Effect of a Class C Fly Ash on the Geotechnical Properties of anExpansiveSoil

T.L.Ramadas,N.DargaKumar,G.Yesuratnam, 2011,Geotechnicalcharacteristicsofthreeexpansivesoilstreatedwithlimeandflyash

InternationalJournalofEarthSciencesandEngineering,ISSN0974-5904,Volume04,No06SPL,October2011,pp.46-49

BidulaBose,2012,Geo-EngineeringPropertiesofExpansiveSoilStabilizedwithFlyAsh,EJGEVol.17[2012]

BidulaBose,2012,EffectOfCuringPeriodandTemperatureonCharacteristicofExpansiveSoil,IJETED,Issue-2,Vol-4,(May2012)

PamelaJoThomas,1998,QuantifyingPropertiesandVariabilityofExpansiveSoilsinSelectedMapUnits,APh.D.thesis

DAI Shaobin, SONGMinghai, HUANG,Jun2005,Engineering Properties of ExpansiveSoil, Journal of WuhanUniversityofTechnology-

Mater.Sci.Ed.Vol.20No.2Jun.2005

Botao Lin, Amy B. Cerato, 2012, Investigation on Soil–Water Characteristic Curves of Untreated and Stabilized Highly Clayey ExpansiveSoils,GeotechGeolEng (2012)30:803–812

Mohd Raihan Taha, Omer Muhie Eldeen Taha, 2012, Influence of nano-material on the expansive and shrinkage soil behavior, J NanopartRes(2012)14:1190

LU Zai-hua, CHEN Zheng-han, FANG Xiang-wei, GUO Jian-feng, ZHOUHai-qing, 2006, Structural Damage Model Of UnsaturatedExpansive Soil And Its Application In Multi-Field Couple Analysis On Expansive Soil Slope,Applied Mathematics and Mechanics (EnglishEdition),2006,27(7):891–900

Fusheng Zha Æ Songyu Liu Æ Yanjun Du Æ Kerui Cui, 2008, Behavior of expansive soils stabilized with fly ash, Nat Hazards (2008)47:509–523

JagadishPrasadSahoo,PradipKumarPradhan,2010,EffectofLimeStabilizedSoilCushiononStrengthBehaviourofExpansiveSoil

GeotechGeolEng (2010)28:889–897

V. V. Babanov and V. A. Shashkin, 2012, Design Analysis of the Functioning of Pile Foundations with Low and High Rafts andConsideration of Nonlinear Bed Performance, Soil Mechanics and Foundation Engineering, Vol. 49, No. 2, May, 2012 (Russian OriginalNo.2,March-Apr.,2012)

M.B.MarinichevandA.Yu.Marshalka,2012,GeotechnicalProblemswithRecultivationofDomestic-WasteLandfills,SoilMechanicsandFoundationEngineering,Vol.49,No.5,November,2012(RussianOriginalNo. 5,September-October,2012)

R.G.Kochetkova,2012,Influence ofModernStabilizersonImprovedPropertiesofClayeySoils, Soil MechanicsandFoundationEngineering,Vol. 49,No.1,March, 2012 (RussianOriginalNo.1,Jan.-Feb.,2012)

V.P.Konovalov,S.G.Bezvolev,andP.A.Konovalov,2012,PreconstructionConsolidationofWeakSaturatedClayeySoilsbyReinforcing Limestone Drains, Soil Mechanics and Foundation Engineering, Vol. 48, No. 6, January, 2012 (Russian Original No. 6,November-December,2011)

AqeelAlAdili,RafigAzzam,GiovanniSpagnoli,andJoergSchrader,2012,StrengthofSoilReinforcedwithFiberMaterials(Papyrus)

SoilMechanicsandFoundationEngineering,Vol.48, No.6,January,2012(Russian OriginalNo.6,November-December,2011)

N.BogomolovandA.N.Ushakov,2012,CalculationofSettlementsforaStripFoundation,SoilMechanicsandFoundationEngineering,Vol. 48,No.6,January,2012(RussianOriginalNo.6,November-December,2011)

N. B. Kutvitskaya, O. V. Gorbunova, V. D. Kaurkin and A. V. Ryazanov, 2011, Stabilization of the Position of an Underground Pipeline inPermafrost, Soil Mechanics and Foundation Engineering, Vol. 48, No. 5, November, 2011 (Russian Original No. 5, September-October,2011)

Mofid Nakhaei, Mohammad Ali Ghannad, 2008, The Effect of Soil–Structure Interaction on Damage Index of Buildings, EngineeringStructuresVolume 30,Issue6,June2008,Pages1491–1499

Delwyn G. Fredlund, Sandra L. Houston, Quan Nguyen, Murray D. Fredlund, 2010, Moisture Movement Through Cracked Clay SoilProfiles,GeotechGeolEng(2010)28:865–888

AnilKumarMishra,SaritaDhawan,SudhakarM.Rao,2008,AnalysisofSwellingandShrinkageBehaviorofCompactedClays,GeotechGe olEng (2008)26:289–298

SUDHAKARM.RAOandK.REVANASIDDAPPA,2006,InfluenceofCyclicWettingDryingonCollapseBehaviourofCompactedResidua lSoil,GeotechnicalandGeologicalEngineering(2006)24:725–734

OmerNawafMaaitah,2012,SoilStabilizationbyChemicalAgent,GeotechGeolEng(2012) 30:1345–1356

T.Thyagaraj,SudhakarM.Rao,2013,OsmoticSwellingandOsmoticConsolidationBehaviourofCompactedExpansiveClay,GeotechGeol Eng (2013)31:435–445

XIAOHong-bin,ZHANGChun-shun,HEJie,FANZhen-hui,2007,ExpansiveSoil-StructureInteractionanditsSensitiveAnalysis,J.Cent.SouthUniv.Technol.(2007)03−0425−06

S.Bhuvaneshwari,R.G.Robinson,S.R.Gandhi,2005,StabilizationofExpansiveSoilsUsingFlyash,FlyAsh India2005,NewDelhi

R.Barthur,PostgraduateStudent,UniversityofAdelaide,M.B.Jaksa,P.W.Mitchell,DesignofResidentialFootingsBuiltonExpansiveSoil UsingProbabilisticMethods

MesfinKassa,2005,RelationshipbetweenConsolidationandSwellingCharacteristicsofExpansiveSoilsofAddisAbaba,MSThesis

StephenG.Fityus,DonaldA.Cameron,andPaulF.Walsh,2009,TheShrinkSwellTest,GeotechnicalTestingJournal,Vol.28,No.1,PaperI DGTJ12327

S.G.Fityus,D.W.SmithandM.A.Allman,2004,ExpansiveSoilTestSiteNearNewcastle,10.1061/(ASCE)-1090-0241(2004)130:7(686)

N.K.Ameta,D.G.M.Purohit,A.S.Wayal,2007,Characteristics,ProblemsandRemediesofExpansiveSoilsofRajasthan,India,EJGE2007

JohnD.NelsonandDeboraJ.Miller.ExpansiveSoils–ProblemsandPracticeinFoundationsandPavement,Engineering.DepartmentofCivilEngineering,ColoradoStateUniversity

Chen,F.H.(1988).“FoundationsonExpansiveSoils”,ElsevierpublicationsCo.,Amsterdam

Dr.B.C.Punmia,AshokKumarJain,ArunKr.Jain,SoilMechanicsandFoundationsEngineering

RadheyShyamSharma,1998,MechanicalBahaviourofUnsatuaratedHighlyExpansiveClays,Ph.D.Thesis

JacobyandDevis,FoundationsofBridgesandBuilding

G.Venkatramaiya,GeotechnicalEngineering

AlamSinghandG.R.Choudhary,SoilEngineering-TheoryandPractice

R.Kaniraj,DesignAidsinSoilMechanicsandFoundationEngineering

Bowles,EngineeringPropertiesofSoilandTheirMeasurement

Tyler,FundamentalsofSoilMechanics

Terzagi,TheoreticalSoilMechanics

NainanKurian, DesignofFoundationSystems, PrincipleandPractice

NarayanV.Nayak,FoundationDesignManual

[47]VariousIScodeslikeIS9198:1979,SP36:Part1:1987,SP36:Part2:1988,IS1498:1970,IS1988:1982,IS2720:Part1to41,IS 4332:Part1to10,IS10074:1982,IS11550:1985etc

Published

2021-11-01

How to Cite

Dr.Mohammed Ahmed Hussain, & Mohammed , H. Y. (2021). BEHAVIOURIAL STUDY OF EXPANSIVE SOILS AND ITSEFFECTONSTRUCTURES. Journal of Science & Technology , 6(6), 51–63. https://doi.org/10.46243/jst.2021.v6.i06.pp51-63