Various researchers, for the past few decades, had tried to stabilize black cotton soil using lime for improving its shrinkage and swelling characteristics. But these days, the cost of lime has increased resulting in increase in need for alternative and cost effective waste materials such as fly ash and rice husk ash. Brick powder, one among the alternative materials, is a fine powdered waste that contains higher proportions of silica and is found near brick kilns in rural areas. The objective of the study is to investigate the use of lime-stabilized black cotton soil and brick powder mixture as subbase material in flexible pavements. Black cotton soil procured from the local area, tested for suitability as subbase material, turned out to be unsuitable as it resulted in very less CBR value. Even lime stabilization of black cotton soil under study has not showed up the required CBR value specified for the subbase material of flexible pavement by MORTH. Hence the lime-stabilized black cotton soil is proportioned with brick powder to obtain optimum mixture that yields a better CBR value. The mixture of 20% brick powder and 80% lime-stabilized black cotton soil under study resulted in increase in the CBR value by about 135% in comparison with lime-stabilized black cotton soil. Thus it is promising to use the mixture of brick powder and lime-stabilized black cotton soil as subbase material in flexible pavements.
Black cotton soils are boon to agriculture but are proved to be serious threat to construction founded on it. These soils have the property of high swelling due to imbibing of water in monsoon and shrinkage due to evaporation of water in summer seasons. This swelling and shrinkage nature is attributed to the presence of mineral montmorillonite. Because of this high swelling and shrinkage nature, the structures constructed on these soils experience cracks, making it unsuitable for foundation. Hence there is a need for improving black cotton soil to suite as foundation material.
Over the past few decades, stabilization is found to be the best technique for reducing the swelling and shrinkage nature of black cotton soil. Various researchers had tried stabilizing black cotton soil using lime, cement, fly ash, rich husk ash, etc. [
Brick powder, a waste material available in abundance at brick kilns, is rich in silica and is available free of cost. Chemical analysis of brick powder showed rich composition of silica of about 55% along with minor compositions of iron oxide (8%), aluminum oxide (15%), calcium oxide (7%), magnesium oxide (2%), and sulfur trioxide (1%) [
Recent studies led to beneficial use of brick powder in pavements. Brick powder when used as an alternative filler in asphalt mixture resulted in improved mechanical properties of the wearing course of flexible pavements [
Studies on use of brick powder as stabilizer for black cotton soil showed that when about 50% brick powder is mixed with black cotton soil there has been significant increase in strength aspects of the soil [
Not much literature is available on combined use of lime-stabilized soil and brick powder as a subbase in flexible pavements. Hence in the present study an attempt is made to proportion lime-stabilized black cotton soil and brick powder, with an objective of obtaining a cost-effective mixture that is suitable for use as subbase material for village roads where brick powder is abundantly available.
Black cotton soil used in the study is procured from Bhimavaram area of Andhra Pradesh, India. Extensive laboratory work is carried out to characterize the black cotton soil. The plasticity index is calculated by determining Atterberg’s limits. Compaction characteristics are determined by conducting IS light compaction test and strength characteristics by conducting California bearing ratio (CBR) test. The results obtained are presented in Table
Engineering properties of black cotton soil.
Engineering property | Value |
---|---|
Specific gravity | 2.67 |
Grain size analysis | |
(a) Gravel size (%) | 0 |
(b) Sand size (%) | 4 |
(c) Fines (%) | 96 |
Plasticity characteristics | |
(a) Liquid limit (%) | 86 |
(b) Plastic limit (%) | 40.6 |
(c) Plasticity index (%) | 45.4 |
IS classification | CH |
Differential free swell (DFS) index (%) | 100 |
IS light compaction | |
Maximum dry density (g/cc) | 1.36 |
Optimum moisture content (%) | 33 |
Soaked CBR (%) | 1.17 |
The engineering properties of the brick powder, procured from local brick kiln in Bhimavaram, are determined by carrying out extensive laboratory tests, namely, grain size analysis, Atterberg’s limit tests, IS light compaction test, and soaked CBR test, and the results obtained are tabulated in Table
Engineering properties of brick powder.
Engineering property | Value |
---|---|
Grain size analysis | |
(a) Gravel size (%) | 0 |
(b) Sand size (%) | 86 |
(c) Fines (%) | 14 |
Plasticity characteristics | |
(a) Liquid limit (%) | NP |
(b) Plastic limit (%) | NP |
IS classification | SM |
IS light compaction | |
Maximum dry density (g/cc) | 1.30 |
Optimum moisture content (%) | 33 |
Soaked CBR (%) | 21.17 |
Black cotton soil is mixed with lime in varying proportions of 2%, 4%, and 6%. The lime-mixed soil is then cured for a duration of 3 days. The mixture is then oven-dried for 24 hours. The results of various tests carried out on black cotton soil mixed with varying percentages of lime are tabulated in Table
Properties of black cotton soil stabilized with varying contents of lime.
Engineering property | 2% lime | 4% lime | 6% lime |
---|---|---|---|
Plasticity characteristics | |||
(a) Liquid limit (%) | 64.4 | NP | NP |
(b) Plastic limit (%) | 34.0 | NP | NP |
(c) Plasticity index (%) | 30.4 | NP | NP |
Differential free swell (DFS) index (%) | 90 | 60 | 40 |
IS light compaction | |||
Maximum dry density (g/cc) | 1.37 | 1.51 | 1.34 |
Optimum moisture content (%) | 28 | 25 | 32 |
Soaked CBR (%) | 7.59 | 8.52 | 0.62 |
From Tables
The differential free swell index of the black cotton had decreased from 100% to 40% with increase in the lime content from 0% to 6%. Figure
Variation of differential free swell index with varying percentages of lime.
Compaction characteristics of lime-stabilized soil are determined by conducting the IS light compaction test. Figure
Variation of maximum dry density with varying percentage of lime.
Figure
Variation of optimum moisture content with varying percentages of lime.
The strength characteristics of the lime-stabilized black cotton soil are determined by conducting soaked CBR test on the samples compacted to maximum dry density (MDD) obtained from the IS light compaction test and soaked for a duration of 3 days. The variation of soaked CBR for different lime contents is presented in Figure
Variation of soaked CBR with varying contents of lime.
Based on the soaked CBR tests on black cotton soil, 4% lime content is taken as optimum lime content for stabilization as the soaked CBR value for 4% lime content is higher compared to that of other contents of lime.
Addition of 4% lime to black cotton soil for stabilization did not yield the required value of CBR of 20% for subbase (Clause 401, Morth). Hence the lime-stabilized black cotton soil is mixed with brick powder, as it is rich in silica, in various proportions to obtain the optimum mixture suitable for use as subbase material. Also use of brick powder reduces the cost, as it is freely available at brick kilns. Lime-stabilized black cotton soil (LS) and brick powder (BP) are mixed in various proportions viz. 80% LS + 20% BP, 60% LS + 40% BP, 40% LS + 60% BP, and 20% LS + 80% BP. Maximum dry density and optimum moisture content of each proportion are determine by carrying out the IS light compaction test. CBR of the mixture is determined by carrying out the soaked CBR test. The results so obtained are presented in Table
Engineering properties of brick powder and lime-stabilized black cotton soil mixture.
Engineering property | 80% LS + 20% BP | 60% LS + 40% BP | 40% LS + 60% BP | 20% LS + 80% BP |
---|---|---|---|---|
IS light compaction | ||||
(a) Maximum dry density (g/cc) | 2.02 | 1.83 | 1.80 | 1.73 |
(b) Optimum moisture content (%) | 17% | 21% | 25% | 29% |
CBR (%) | 20.07 | 7.81 | 4.67 | 11.82 |
Table
Variation of soaked CBR for different mix proportions of brick powder and lime-stabilized black cotton soil is presented in Figure
Variation of soaked CBR for different mix proportions of lime-stabilized black cotton soil and brick powder.
From the study carried out on brick powder and lime-stabilized black cotton soil mixture, the following conclusions can be drawn: Lime stabilization of black cotton soil under study improved the strength characteristics of the soil, but not to the extent of suitability as subbase material. Mixing 20% brick powder and 80% lime-stabilized black cotton soil improved the maximum dry density and decreased the optimum moisture content in comparison to 4% lime stabilized soil. 80% lime-stabilized black cotton soil and 20% brick powder mixture resulted in increase in the soaked CBR value by about 135%, when compared to 4% lime-stabilized soil, making it satisfactory for use as subbase material. Use of brick powder reduces the content of lime which in turn reduces the cost of project as brick powder is freely available. Also, use of brick powder reduces the problem of waste disposal.
Hence brick powder and lime-stabilized black cotton soil mixture can be effectively used as subbase material in flexible pavements of rural areas where brick powder is available in good amounts and also in areas with less availability of good quality materials.
The authors declare that they have no conflicts of interest.