Define water content and voids ratio of soil.

Define water content and voids ratio of soil.
by

1 Answer

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.
by

Related questions

Explain with sketch concept of zero air voids line.

Description : Explain with sketch concept of zero air voids line.

Last Answer : Zero Air Void Line: If the soil is assumed to be 100% saturated and different dry densities are calculated for 100% saturation, then the resulting line on the compaction curve is called the ... respect to water content cannot reach its theoretical value even after applying heavy compaction.

Define void ratio; porosity; water content and degree of saturation.

Description : Define void ratio; porosity; water content and degree of saturation.

Last Answer : i) Voids Ratio: Voids ratio e of a given soil sample is the ratio of the volume of voids to the volume of soil solids in the given soil mass. e=Vv/Vs ii) Porosity: The ratio of volume of voids ( ... ratio of the volume of water in the voids to the volume of voids. It is expressed as per cent

Define : i. Void ratio ii. Water content.

Description : Define : i. Void ratio ii. Water content. 

Last Answer : i. Void Ratio: It is the ratio of volume of voids to the volume of solids.  ii. Water It is the ratio of the weight of water (Ww) to the weight of solids (Ws). 

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

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 

Define: 1) Degree of saturation and 2) Air content.

Description : Define: 1) Degree of saturation and 2) Air content.

Last Answer : i) Degree of saturation: The degree saturation is a ratio of the volume of water in the voids to the volume of voids. It is expressed as per cent ii) Air When soil mass is completely dry the ... = Vv Air content is defined as ratio of volume of air to volume of voids, i.e ac =Va/Vv

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

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.

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

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.

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

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.

Define plasticity index and classify soil on its basis.

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

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

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.

State the procedure for the determination of water content by oven-drying method.

Description : State the procedure for the determination of water content by oven-drying method.

Last Answer : i) This is commonly adopted and simplest method for determination of water content of a soil sample in the laboratory. ii) The method basically consists of drying a weighed moist sample of soil in an oven ... The above table gives the minimum quantity of soil sample to be taken for test.  

The ratio of the volume of voids to the volume of soil solids in a given soil mass, is known (A) Porosity (B) Specific gravity (C) Void ratio (D) Water content

Description : The ratio of the volume of voids to the volume of soil solids in a given soil mass, is known (A) Porosity (B) Specific gravity (C) Void ratio (D) Water content

Last Answer : (C) Void ratio

The ratio of the volume of voids to the total volume of the given soil mass, is known (A) Porosity (B) Specific gravity (C) Void ratio (D) Water content

Description : The ratio of the volume of voids to the total volume of the given soil mass, is known (A) Porosity (B) Specific gravity (C) Void ratio (D) Water content

Last Answer : (A) Porosity

The water content of soil is defined as the ratio of (A) Volume of water to volume of given soil (B) Volume of water to volume of voids in soil (C) Weight of water to weight of air in voids (D) Weight of water to weight of solids of given mass of soil

Description : The water content of soil is defined as the ratio of (A) Volume of water to volume of given soil (B) Volume of water to volume of voids in soil (C) Weight of water to weight of air in voids (D) Weight of water to weight of solids of given mass of soil

Last Answer : Answer: Option D

If voids ratio is 0.67, water content is 0.188 and specific gravity is 2.68, the degree of saturation of the soil, is (A) 25 % (B) 40 % (C) 60 % (D) 75 %

Description : If voids ratio is 0.67, water content is 0.188 and specific gravity is 2.68, the degree of saturation of the soil, is (A) 25 % (B) 40 % (C) 60 % (D) 75 %

Last Answer : Answer: Option D

the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is (A) Less than specific gravity of soil (B) Equal to specific gravity of soil (C) Greater than specific gravity of soil (D) Independent of specific gravity of soil

Description : the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is (A) Less than specific gravity of soil (B) Equal to specific gravity of soil (C) Greater than specific gravity of soil (D) Independent of specific gravity of soil

Last Answer : Answer: Option B

The maximum dry density to which a soil may be compacted to depends upon a) Soil water content * b) The process of compaction c) The voids ratio d) Is independent of the type of soil

Description : The maximum dry density to which a soil may be compacted to depends upon a) Soil water content * b) The process of compaction c) The voids ratio d) Is independent of the type of soil

Last Answer : a) Soil water content *

The ratio of volume of voids to the total volume of soil mass is called (A) Air content (B) Porosity (C) Percentage air voids (D) Voids ratio

Description : The ratio of volume of voids to the total volume of soil mass is called (A) Air content (B) Porosity (C) Percentage air voids (D) Voids ratio

Last Answer : (B) Porosity

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

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.

Give the IS Definition 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. 

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

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. 

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

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.

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

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 

State formation and classification of soil.

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

Explain dry strength and Dilatancy test on soil.

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.

Explain laboratory procedure for mechanical sieve analysis of soil.

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

State different methods of soil stabilization and explain any one

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. 

State any four factors which affect shear strength of 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 

Explain different methods of field compaction of soil.

Description : Explain different methods of field compaction of soil.

Last 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 ... compactors. Vibrations of large amplitude, rearrange the soil particles together and hence overall compaction takes place.

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

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

Explain the use of soil as a foundation material.

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

Give necessity of site investigation and sub soil explorations.

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. 

State any four importance of soil in civil engineering.

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. 

Explain I.S. classification of soil

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.

Explain three phase system of soil.

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.

State any two situations where knowledge of soil mechanics is required.

Description : State any two situations where knowledge of soil mechanics is required.

Last Answer : 1. Design of foundation for various structures. 2. Design of pavement for various roads. 3. Design of earth retaining structures i.e. retaining wall, sheet pile. 4. Design of water retaining ... Design of abutments of bridge. 6. Design of underground structures i.e. pipeline, tunnels etc. 

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

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. 

Enlist field identification test on soil and explain dilatency test.

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.

Write any four uses of Soil Stabilization.

Description : Write any four uses of Soil Stabilization. 

Last Answer : Uses of Soil Stabilization is as follows, 1. To increase the shear strength of soil. 2. To reduce construction cost by use of locally available material. 3. To improve stability of slopes. 4. ... settlement of structures. 6. To increase the density of soil. 7. To reduce permeability of soil. 

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

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. 

Explain vane shear test carried on given soil sample.

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

Differentiate between Cohsionless soil and purely cohesive soil

Description : Differentiate between Cohsionless soil and purely cohesive soil 

Last Answer : Cohsionless soil  Purely cohesive soil  1) Interaction or bond between soil particles is absent.  1) Interaction or bond between soil particles is perfect.  2) Shearing resistance is only the ... is coarse, gravel, sand, silt etc 5) Type of soil is soft shale, clay etc 

Explain the formation process of soil.

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. 

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

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. 

Write any two uses of soil as construction material

Description : Write any two uses of soil as construction material 

Last Answer : Uses of soil as construction material: 1. Clay the most widespread masonry material. 2. Pervious & impervious soil is used in earth dams. 3. Water bound macadam roads or WBM roads. 4. Canals & Embankments. 5. River protection works. 6. Soil cement mixture used as subgrade. 

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

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.

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

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.  

State the necessity of soil exploration. What is the criterion for deciding the number of test-pits for site investigation?

Description : State the necessity of soil exploration. What is the criterion for deciding the number of test-pits for site investigation?

Last Answer : Necessity of site exploration: 1. To know stratification below ground surface. 2. To determining index properties of soil like bulk density, voids ratio, water content, permeability, bearing capacity, ... should be taken along top line of upstream side across the abutments with 50 m spacing. 

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

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.    

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

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.