Explain different methods of field compaction of soil.

1 Answer

Answer :

Methods of field compaction of soil

i) Rolling- In this method, soil is compacted by using 6-8 tonne heavy rollers. The rollers are selected as per type of soil. Due to heavy weight, compression of soil takes place.

ii) Ramming or Tamping- In this method, soil is compacted by using suitable rammers or tampers. Rammers may be flat footed and tampers have spiny projection. It is done manually, which becomes time consuming.

iii) Vibration- In this method, soil gets compacted under vibrational energy produced by vibratory compactors. Vibrations of large amplitude, rearrange the soil particles together and hence overall compaction takes place.

Related questions

Description : State the factors affecting compaction. State four equipments used for field methods of compaction. Also state its suitability.

Last Answer : Factors affecting compaction: i) Type of soil ii) Amount of compaction iii) Water content iv) Admixtures v) Method of compaction Equipment used for compaction with suitability. i) Compaction ...  Suitability: Suitable for compacting granular soils with no fines in layer up to 1 m thickness.

Description : State the step by step procedure for determination of OMC and MDD using standard proctor test and explain compaction curve. 

Last Answer : Procedure: 1. Take about 5 Kg. of de-aired soil passing through sieve 20mm in tray. 2. Add about 4% water (approximately 120ml) to the soil and mixed thoroughly with trowel and cover it ... decreases. Since there is formation of double layer of water around soil particles in the same volume.  

Description : State different methods of soil stabilization and explain any one

Last Answer : i) Mechanical stabilization - It is the process of improving properties of soil by changing its gradation. It depends on mechanical strength of aggregate, mineral composition etc Eg - Compaction at near ... help to drain water, increase strength, decrease mixing of soil, filters the water etc. 

Description : State suitability of following compaction equipments (i) Smooth wheel roller (ii) Sheep foot roller, (iii) Rammer and (iv) Vibrator

Last Answer : Types of Compaction Equipment: - i) Compaction by Rolling: - a) Smooth wheel rollers : Suitability: These rollers best suitable for 5ubgrade or base coarse compaction of cohesion less soils. ... : Suitable for compacting granular soils. with no fines in layer up to 1 m thickness

Description : Define compaction and state purpose of compaction.

Last Answer : Define Compaction : Instant compression of soil under dynamic load is called compaction Purpose of compaction : 1. To increase density and thereby shear strength and bearing capacity of soil, this is ... of earth dam. 5.To increase resistance towards erossion of soil by rain and other causes.

Description : Give suitability of any four compaction equipments. 

Last Answer : i) Smooth wheel rollers : Suitability: These rollers best suitable for 5ubgrade or base coarse compaction of cohesion less soils. , ii) Pneumatic tyred rollers: Suitability: Pneumatic tyred rollers ... : Suitable for compacting granular soils. with no fines in layer up to 1 m thickness.

Description : State any four factors affecting compaction with their effect.

Last Answer : Following the different factors affecting compaction of soil with their effect: Water content : When water content is less i.e. dry soil , compaction is not better , but when water ... better compaction. Hence lesser thickness of soil layers can be effectively compacted to required density.

Description : State any two purpose of compaction.

Last Answer : Purpose of compaction 1. To increase density and thereby shear strength and bearing capacity of soil, this is required in case of slope stability improvement. 2.To decrease the permeability of soil, this ... of earth dam. 5. To increase resistance towards erosion of soil by rain and other causes.

Description : Define compaction and write any three rollers used for compaction with their suitability.

Last Answer : Compaction: Instant compression of soil under dynamic load is called compaction. Rollers with their suitability a) Smooth wheel rollers: Suitability: These rollers best suitable for subgrade or base coarse ... thickness. c) Sheep foot roller: Suitability: Suitable only for fine grained soil. 

Description : Determine the practical applications of various types of compaction equipments.

Last Answer : Practical applications of compaction equipments: 1. Compaction by rolling: a) Smooth Wheel Rollers: These rollers best suitable for subgrade or base coarse compaction of cohesion less soils. b) Pneumatic ... It is suitable for compacting granular soils with no fines in layer up to 1 m.

Description : State any four methods to find water content of soil sample. 

Last Answer : The direct determination of moisture content can be made by a) Oven drying b) Infrared c) Sand bath method. The indirect method are a) Calcium carbide b) Penetration resistance (proctor needle) c) Nuclear d) Pycnometer 

Description : Enlist field identification test on soil and explain dilatency test.

Last Answer : Field Identification test on soil:- 1) Dry Strength Test 2) Dilatency Test 3) Toughness Test 4) Organic content and colour test 5) Visual examination. 6) Other identification test. ... and recorded. Inorganic silts show a quick reaction where as clays shows no reaction or slow reaction.

Description : Define shear strength of soil and state field situations of shear failure. 

Last Answer : Shear Strength of Soil: Shear strength is a term used in soil mechanics to describe the magnitude of the shear stress that a soil can sustain. . Field situations where shear failure occurs 1) ... wall, especially surcharge 3)Under foundation along planes of maximum shear 4) Sub grades of road.

Description : Write any four methods of improving bearing capacity.

Last Answer : Methods of improving bearing capacity of soil. i. By increasing depth of foundation: At deeper depths the over burden pressure on soil is higher hence soil is more compacted at deeper depth. As ... In this method poor soil bearing strata is hardened by injecting the cement grout under pressure. 

Description : Explain any four field applications of Geotechnical Engineering.

Last Answer : The Field application of GTE as a) Foundation design b) Pavement design c) Design of earth retaining structures d) Design of earthen dams e) Design of embankment slopes f) ... Underground structures The shape of tunnel depends on the type of soil, geological stability of beds  

Description : State and explain any four field applications of Geotechnical Engineering.

Last Answer : Field applications of Geotechnical Engineering are as follows:  1. Design of foundation for various structures: Foundation is required to transfer the load of super structure to foundation soil and to ... of beds. GTE is necessary to study shear strength, permeability of soil for such structure.

Description : Explain dry strength and Dilatancy test on soil. 

Last Answer : This is simple test which is used in the field for rough classification of soil. i) The prepared soil sample is completely dried in the sun or by air drying. Its strength is ... reaction is observed and recorded; inorganic soils exhibit a quick reaction whereas clays exhibit known to slow.

Description : Explain laboratory procedure for mechanical sieve analysis of soil.

Last Answer : Laboratory Procedure for mechanical sieve Analysis Mechanical in laboratory 1) Dry sieve Analysis 2) Wet sieve analysis Apparatus required for test - i) Weighing balance accurate to 1g and 0.1g ... through the set of sieves. The material retained on each sieve is weighed and analysed

Description : Draw particle size distribution curve. Explain mechanical sieve analysis for grading of soil with a sketch.

Last Answer : Mechanical sieve analysis -The process of analyzing the particle size present in soil by using mechanical means, is known as mechanical sieve Analysis. By performing mechanical sieve analysis, a particle size ... c) Fine grained soil d) Coarse grained soil e) Uniformly graded soil

Description : Explain the use of soil as a foundation material.

Last Answer : i) The foundation is rest on the soil ii) Soil-cement mixture used as sub grade. iii) Pervious and impervious soil is used in earthen dams iv) Soil used as bed of foundation

Description : Explain I.S. classification of soil

Last Answer : I.S. classification of soil: The soils are classified by Indian standard code i.e. IS 1498:1970 into three categories. 1.Coarse grained soil: In these soils, more than half ... , concretions, cinders and other non-soil materials in sufficient quantities are grouped under this category.

Description : Define specific gravity of soil. Explain the stepwise procedure of determination of specific gravity of soil by pycnometer. 

Last Answer : Specific Gravity: It is ratio of unit weight in air of a given volume of soil solids at a specific temperature to unit weight in air of an equal volume of distilled water at same temperature. ... Repeat all above steps two more times to calculate average specific gravity of given soil sample.

Description : Explain three phase system of soil.

Last Answer : As natural soil contains solid soil particles and water and air present in its voids such complex nature of soil sample is difficult to analyze its physical properties hence it is simplify and ... water. In case of partially saturated soil, both air and water are present in the voids.

Description : Classify the soil according to IS Classification and explain the meaning of following terms i) GW ii) SP iii) ML iv) SM-ML

Last Answer : As per IS classification soil is broadly divided into three divisions: 1. Coarse grained soil: In these soils, more than half the total material by mass is larger than 75 micron IS ... medium compressibility. iv) SM-ML - boundary classification between coarse grained and fine grained soils. 

Description : State and explain the failure of soil on the basis of Terzaghi’s analysis 

Last Answer : On the basis of Terzaghi's analysis the three types of shear failure occurs; i. General shear failure: When footing is rested on dense sand or stiff clay, the settlement increases ... the settlement increases vertical diraction at particular loading is called as Punching shear failure. 

Description : Explain vane shear test carried on given soil sample.

Last Answer : i) The undrained shear strength of soft clays can be determined in a laboratory by a vane shear test ii) Apparatus - A) Consist of a vertical steel rod having four thin stainless steel blades fixed at ... Only bottom end partakes in shearing where τ is in N / mm2 and T is in N - mm

Description : Explain the formation process of soil. 

Last Answer : Formation process of soil: Soil formation mainly takes place due to mechanical disintegration or chemical decomposition of rocks whenever rock get exposed to atmosphere, It is acted by various weathering ... it gets disintegrates or decomposed into small particles & then it is converted into soil. 

Description : Enlist the physical properties of soil and explain any one of them.

Last Answer : Physical properties of soil: 1. Void ratio ( e ) 2. Porosity ( n ) 3. Degree of saturation ( s ) 4. Density index ( ID ) 5. Density ( p ) Void ratio ( e ): The ratio of volume of voids (VV = Va + VW) to the total volume (V) of solids is called as void ratio. 

Description : Explain California bearing Ratio Test with neat sketch to determine % CBR of given soil sample.

Last Answer : Procedure of California Bearing Ratio Test: 1. Take a given soil; sample and add water equal to OMC of soil to prepare wet mix soil. 2. Take the CBR mould of 150 mm diameter and 175 mm height. Keep it ... Bearing Ratio of given soil as  % CBR = (Test load / Standard load ) X 100.

Description : Explain plate load test with neat sketch to determine bearing capacity of soil.

Last Answer : Procedure of plate load test: 1. Excavate a pit of depth equal to 5 times to that of breath of proposed footing. 2. Keep the suitable bearing plate of specified size (30, 45, 60, 75cm square in plan) ... as shown in figure below to find out load before failure as bearing capacity of soil.

Description : Explain the determination of liquid limit of soil with neat sketches.

Last Answer : Procedure of Liquid Limit Test: 1. Take about 120 gm. of air dried soil sample passing through 425 micron IS sieve in metal tray. Add 20 % distilled water to the soil sample to form uniform soil ... content corresponding to 25 blows from graph as liquid limit (WL) of given soil sample.  

Description : Explain standard proctor test on soil to determine OMC and MDD of soil with sketch.

Last Answer : Procedure of Standard Proctor Test: 1. Take about 5 Kg. of de-aired soil passing through sieve 20 mm in tray. Add about 4% water (approximately 120 ml) to the soil and mix thoroughly with ... corresponding to the standard proctor compaction by plotting graph water content v/s. dry density.    

Description : Explain the effect of water table on bearing capacity of soil.

Last Answer : Effect of water table on bearing capacity of soil: i. The rise in water table from below the foundation results in decrease in granular soil. ii. When the water table reaches the ... for bearing capacity calculations. ix. As ground water table rises accordingly bearing capacity of soil decreases.

Description : Explain the direct shear test to determine shear strength of soil.

Last Answer : Procedure for Direct Shear Test: 1. Take 2.5 Kg air dried soil sample passing through 4.75 mm and retained on 2.36mm IS sieve. 2. Measure the internal dimensions of the shear box. Fix ... value Normal Stress as abscissa and the maximum shearing stress as ordinate to find shear strength of soil.

Description : Explain the mechanical sieve analysis test carried out on soil sample to classify it.

Last Answer : Procedure of mechanical sieve analysis test: 1. Initially keep the given soil sample in rapid moisture meter for 2-3 hours to get oven dried soil. Break the visible lumps present in soil using ... . Well graded soil, poorly graded soil, uniformly graded soil, fine grained soil, coarse grained soil.

Description : Explain the determination of plastic limit of soil.

Last Answer : Procedure for determination of plastic limit of soil: 1. Take 20-25 gm air dried soil sample passing through 425 micron IS sieve. 2. Add distilled water in soil and mix it thoroughly for 10-15 ... all above steps two more tones to get average water content as plastic limit (WP) given soil sample.

Description : Explain the formation process of soil and state any two types of soil in India.

Last Answer : Soil formation: Soil formation mainly takes place due to mechanical disintegration or chemical decomposition of rocks whenever rock get exposed to atmosphere, it is acted by various weathering agencies and it gets ... soil ii. Alluvial soil iii. Glacial soil iv. Lacustrine soil v. Eolian soil  

Description : Stat field applications of geotechnical engineering

Last Answer : The field of geotechnical Engineering includes some important applications as: a) Foundation design b) Pavement Design c) Design of earth retaining structures  d) Design of earth dams e) Design of ... at which maximum Density will occur is most essential for the design of earthen dam.

Description : State any four Field situations of shear failure .

Last Answer : Field situations where shear failure occurs: 1) Upstream slope of earth dam , especially during sudden draw down 2)Earth behind retaining wall, especially surcharge 3)Under foundation along planes of maximum shear 4) Sub grades of road. 5) Embankment of road 6) Abutment of bridges

Description : Define Soil Stabilization. State any three points of necessary of soil stabilization.

Last Answer : Define: - Soil Stabilization is defined as improving the engineering performance of soil by artificial means. Necessity of Soil Stabilization : - 1. To increase the shear strength of soil. 2. To reduce ... of structures. 6. To increase the density of soil. 7. To reduce permeability of soil.

Description : Give the IS Definition of soil.

Last Answer : As per Indian standards 2809-1972:  Soil is the sediment or other unconsolidated accumulation of solid particles produced by physical and chemical disintegration of rock. 

Description : Write step by step procedure to determine coefficient of permeability of fine grained soil by falling head method in laboratory.

Last Answer : This method is suitable for fine grained soil as quantity of water collected through soil mass is very less and cannot be measured accurately 2. The falling head test is used for relatively less permeable ... equal to the difference of water level in the stand pipe and the bottom tank. 

Description : What do mean by coarse grain soil and fine grained soil.

Last Answer : Coarse Grain Soil:- 1. If more than 50% of soil is retained on sieve 0.075mm it is called as coarse grain soil. 2. A coarse grain soil is called as gravel if 50% or more of the ... liquid limit is less than 50% or more than 50% respectively. Organic soil are also included in fine grain soil.

Description : Write step by step procedure to determine specific gravity of soil by pycnometer in laboratory.

Last Answer : 1. Clean the pycnometer and dry it, find the mass of pycnometer, brass cap and washer accurate to 1g. say M1 2. Put about 200gm to 400gm of wet soil sample in pycnometer and find its mass with its cap ... it top of cap and find its weight say M4. 5. The specific gravity is calculated by 

Description : State formation and classification of soil.

Last Answer : Soils are formed by numerous process of weathering both physical and chemical. A boulder pried loose from the side of mountain by rapidly flowing water of river and came along with the water ay has result of ... parent rocks. a) Colluvial soil b) Alluvial soil c) Glacial soil d) Eolian soil

Description : State any four factors which affect shear strength of soil

Last Answer : Shear strength is affected by i) Soil composition Mineralogy, grain size, shape of soil particles, pore fluid type and content, clay content. ii) Initial State Loose, ... Drainage conditions Undrained, drained vii) Stress conditions deviator stress, confining stress, intermediate stress 

Description : Define plasticity index and classify soil on its basis.

Last Answer : a) Plasticity index (Ip) It is give measure of degree of plasticity of soil. It is difference be liquid limit and plastic limit Ip = WL - Wp Greater plasticity index, the greater is degree of plasticity of the soil. ... based on Ip i) Non plastic soil  If wp = o        Ip = wL ii) Plastic soil

Description : Define water content and voids ratio of soil.

Last Answer : Water content- It is the ratio of weight of water to weight of soil soilds which is measured in percentage called as water content.  Voids ratio – It is the ratio of volume of voids to volume of solids called as voids ratio.

Description : Give necessity of site investigation and sub soil explorations.

Last Answer : Necessity of Site investigation - 1. To determine bearing capacity of soil 2. To select suitable construction techniques 3.To select the type and depth of foundation for given structure 4.To ... soil sample and classify soil accordingly 7. To decide suitability of soil for proposed structure. 

Description : State any four importance of soil in civil engineering. 

Last Answer : 1. Soil is more suitable in embankment fills and retaining pond beds after their construction. 2. Soil is also suitable for foundation but require compactions as without compaction structure may collapse. 3. ... earthen dams. 8. For Water bound macadam roads soil is used as a binder material.