This paper reports the results of an investigation carried out on clay soil stabilized with pond ash(PA),rice husk ash(RHA) and cement. Modified Proctor compaction tests were performed in order to investigate the comp...This paper reports the results of an investigation carried out on clay soil stabilized with pond ash(PA),rice husk ash(RHA) and cement. Modified Proctor compaction tests were performed in order to investigate the compaction behavior of clay, and California bearing ratio(CBR) tests were performed to determine the strength characteristics of clay. For evaluation purpose, the specimens containing different amounts of admixtures were prepared. Clay was replaced with PA and RHA at a dosage of 30%e45% and5%e20%, respectively. The influence of stabilizer types and dosages on mechanical properties of clay was evaluated. In order to study the surface morphology and crystallization characteristics of the soil samples, scanning electron microscopy(SEM) and X-ray diffraction(XRD) analyses were carried out,respectively. The results obtained indicated a decrease in the maximum dry density(MDD) and a simultaneous increase in the optimum moisture content(OMC) with the addition of PA and RHA.Multiple linear regression analysis(MLRA) showed that the predicted values of CBR tests are in good agreement with the experimental values. Developed stabilized soil mixtures showed satisfactory strength and can be used for construction of embankments and stabilization of sub-grade soil. The use of locally available soils, PA, RHA, and cement in the production of stabilized soils for such applications can provide sustainability for the local construction industry.展开更多
In this study, the impact of soil-cement stabilization on the index properties of the subgrade of roads was investigated. Efforts were on the means of improving the bearing capacity of the subgrade of a flexible pavem...In this study, the impact of soil-cement stabilization on the index properties of the subgrade of roads was investigated. Efforts were on the means of improving the bearing capacity of the subgrade of a flexible pavement structure. Three selected roads (Ogbia-Nembe, section of the East-West Road and section of Port Harcourt-Aba Road) in the Niger Delta Region of Nigeria were examined to determine the effect of sand-cement stabilization on the compaction index property of their undisturbed subgrade and the optimal ratio of soil-cement on the expansive soils at which the California Bearing Ratio (CBR) is optimized. Disturbed soil samples were collected from twenty trial pits on each of the three study roads using a hand ulger and tested for their respective compaction index properties. It was discovered that their California Bearing Ratio (CBR) was very low. Some of the collected specimen materials were stabilized with varying percentages of soil-cement contents ranging from 6% - 14% in order to ascertain its effects on the compaction index properties of the sample soils. Results of the various stabilization test procedures show that: Stabilization of the soil using Soil-Cement Stabilization affected the Compaction Index properties of the soil and further improved the California Bearing Ratio (CBR). On the Ogbia-Nembe Road;Soil-Cement stabilization improved the CBR and is optimized at a 10% sand-cement ratio with optimum moisture content ranging from 6.2% - 14%, maximum dry density ranges from 1700 - 1780 kg/m<sup>3</sup>, yielding an average CBR of 42.7% for soaked samples. On the section of East-West Road from Eleme Junction to Etteh Junction;Soil-Cement stabilization improved the CBR and is optimized at a 14% sand-cement ratio with optimum moisture content ranging from 6.2% - 14.2%, maximum dry density ranges from 1660 - 1800 kg/m<sup>3</sup>, yielding an average CBR of 43.9% for soaked samples. On the section of Port Harcourt-Aba Express Road from Eleme Junction to Osisioma Junction;Soil-Cement stabilization improved the CBR and is optimized at a 12% sand-cement ratio having an optimum moisture content ranging from 5.4% - 17.3%, maximum dry density ranges from 1610 - 1740 kg/m<sup>3</sup>, and an average California Bearing Ratio for soaked samples at 40%.展开更多
With the industrialisation,industrial byproducts are produced in large quantities and create nuisance to natural habitats.The disposal of these wastes like fly ash,marble powder,construction and demolition(C&D)was...With the industrialisation,industrial byproducts are produced in large quantities and create nuisance to natural habitats.The disposal of these wastes like fly ash,marble powder,construction and demolition(C&D)waste,brick powder,agricultural wastes etc.has become the potential threat to the ecosystem and need some real solutions.The direct disposal of such wastes into open land or water bodies causes circumambient pollution.One of the potential solutions is to utilise these wastes in the construction industry on large scale as subgrade rehab or additive to cement based materials.In the present study,the compaction and strength characteristics of stabilised soil have been studied by using various waste materials i.e.lime,cement,plastic waste,industrial waste,fibre,mushroom waste,wet olive pomace etc.and reviewed.The addition of additives improved the engineering properties of soil significantly.展开更多
Globally bentoite clay has been proposed as an engineered barrier material for safe underground disposal of high-level nuclear waste.Clay has many favorable properties such as high liquid limit,and plastic limit along...Globally bentoite clay has been proposed as an engineered barrier material for safe underground disposal of high-level nuclear waste.Clay has many favorable properties such as high liquid limit,and plastic limit along with other properties which make it the most suitable for this application.In the present study,an attempt has been made to study the behavior of Barmer bentonite under the influence of high temperatures up to 120℃.Properties of barmer bentonite namely,liquid limit,plastic limit,and maximum dry density have been determined after thermal treatment at 25℃,60℃,80℃,100℃ and 120℃.The extensive experimental results indicate that liquid limit and plastic limit show a decreasing trend while maximum dry density increases with an increase in temperature.Liquid limit and plastic limit decrease up to 12%and 11%respectively when the temperature reaches up to 120℃.Maximum dry density increases by 10%due to thermal treatment and optimum water content decreases by up to 4%.Statistical analysis has been carried out to obtain the correlation between temperature and physical properties of Barmer bentonite such as liquid limit,plastic limit,maximum dry density,and optimum water content.The XRD analysis of Barmer bentonite at room temperature and 120℃ shows very small variation in mineralogical composition.Whereas,interlayer distance has been measured and found to be decreasing with an increase in temperature.Further,a comparative analysis shows that the measured properties of studied Barmer bentonite lie in the range of previously measured values of other types of bentonite across the globe.展开更多
This review paper summarizes the current state of research on relationships between geotechnical soil’s properties and the California Bearing Ratio(CBR)value.Geotechnical elements are pivotal in preventing civil engi...This review paper summarizes the current state of research on relationships between geotechnical soil’s properties and the California Bearing Ratio(CBR)value.Geotechnical elements are pivotal in preventing civil engineering projects from collapses and settlement failures,so understanding detailed soil properties is an important task.CBR tests are used to assess the stiffness modulus and shear strength and guide the overlaying layer’s thickness in pavement designs.Despite such tests’high expense and complexity,researchers have explored correlations and machine learning for CBR prediction from soil properties.This paper would delve into the varying influence of such properties as compaction properties(OMC and MDD)and index properties(LL,PL,and PI).By measuring the relevance of these properties to CBR,this paper examines their significance and potential interactions.In sum,this review sheds light on soil properties’multifaceted effects on CBR value and provides support for informed pavement engineering decisions.展开更多
文摘This paper reports the results of an investigation carried out on clay soil stabilized with pond ash(PA),rice husk ash(RHA) and cement. Modified Proctor compaction tests were performed in order to investigate the compaction behavior of clay, and California bearing ratio(CBR) tests were performed to determine the strength characteristics of clay. For evaluation purpose, the specimens containing different amounts of admixtures were prepared. Clay was replaced with PA and RHA at a dosage of 30%e45% and5%e20%, respectively. The influence of stabilizer types and dosages on mechanical properties of clay was evaluated. In order to study the surface morphology and crystallization characteristics of the soil samples, scanning electron microscopy(SEM) and X-ray diffraction(XRD) analyses were carried out,respectively. The results obtained indicated a decrease in the maximum dry density(MDD) and a simultaneous increase in the optimum moisture content(OMC) with the addition of PA and RHA.Multiple linear regression analysis(MLRA) showed that the predicted values of CBR tests are in good agreement with the experimental values. Developed stabilized soil mixtures showed satisfactory strength and can be used for construction of embankments and stabilization of sub-grade soil. The use of locally available soils, PA, RHA, and cement in the production of stabilized soils for such applications can provide sustainability for the local construction industry.
文摘In this study, the impact of soil-cement stabilization on the index properties of the subgrade of roads was investigated. Efforts were on the means of improving the bearing capacity of the subgrade of a flexible pavement structure. Three selected roads (Ogbia-Nembe, section of the East-West Road and section of Port Harcourt-Aba Road) in the Niger Delta Region of Nigeria were examined to determine the effect of sand-cement stabilization on the compaction index property of their undisturbed subgrade and the optimal ratio of soil-cement on the expansive soils at which the California Bearing Ratio (CBR) is optimized. Disturbed soil samples were collected from twenty trial pits on each of the three study roads using a hand ulger and tested for their respective compaction index properties. It was discovered that their California Bearing Ratio (CBR) was very low. Some of the collected specimen materials were stabilized with varying percentages of soil-cement contents ranging from 6% - 14% in order to ascertain its effects on the compaction index properties of the sample soils. Results of the various stabilization test procedures show that: Stabilization of the soil using Soil-Cement Stabilization affected the Compaction Index properties of the soil and further improved the California Bearing Ratio (CBR). On the Ogbia-Nembe Road;Soil-Cement stabilization improved the CBR and is optimized at a 10% sand-cement ratio with optimum moisture content ranging from 6.2% - 14%, maximum dry density ranges from 1700 - 1780 kg/m<sup>3</sup>, yielding an average CBR of 42.7% for soaked samples. On the section of East-West Road from Eleme Junction to Etteh Junction;Soil-Cement stabilization improved the CBR and is optimized at a 14% sand-cement ratio with optimum moisture content ranging from 6.2% - 14.2%, maximum dry density ranges from 1660 - 1800 kg/m<sup>3</sup>, yielding an average CBR of 43.9% for soaked samples. On the section of Port Harcourt-Aba Express Road from Eleme Junction to Osisioma Junction;Soil-Cement stabilization improved the CBR and is optimized at a 12% sand-cement ratio having an optimum moisture content ranging from 5.4% - 17.3%, maximum dry density ranges from 1610 - 1740 kg/m<sup>3</sup>, and an average California Bearing Ratio for soaked samples at 40%.
文摘With the industrialisation,industrial byproducts are produced in large quantities and create nuisance to natural habitats.The disposal of these wastes like fly ash,marble powder,construction and demolition(C&D)waste,brick powder,agricultural wastes etc.has become the potential threat to the ecosystem and need some real solutions.The direct disposal of such wastes into open land or water bodies causes circumambient pollution.One of the potential solutions is to utilise these wastes in the construction industry on large scale as subgrade rehab or additive to cement based materials.In the present study,the compaction and strength characteristics of stabilised soil have been studied by using various waste materials i.e.lime,cement,plastic waste,industrial waste,fibre,mushroom waste,wet olive pomace etc.and reviewed.The addition of additives improved the engineering properties of soil significantly.
文摘Globally bentoite clay has been proposed as an engineered barrier material for safe underground disposal of high-level nuclear waste.Clay has many favorable properties such as high liquid limit,and plastic limit along with other properties which make it the most suitable for this application.In the present study,an attempt has been made to study the behavior of Barmer bentonite under the influence of high temperatures up to 120℃.Properties of barmer bentonite namely,liquid limit,plastic limit,and maximum dry density have been determined after thermal treatment at 25℃,60℃,80℃,100℃ and 120℃.The extensive experimental results indicate that liquid limit and plastic limit show a decreasing trend while maximum dry density increases with an increase in temperature.Liquid limit and plastic limit decrease up to 12%and 11%respectively when the temperature reaches up to 120℃.Maximum dry density increases by 10%due to thermal treatment and optimum water content decreases by up to 4%.Statistical analysis has been carried out to obtain the correlation between temperature and physical properties of Barmer bentonite such as liquid limit,plastic limit,maximum dry density,and optimum water content.The XRD analysis of Barmer bentonite at room temperature and 120℃ shows very small variation in mineralogical composition.Whereas,interlayer distance has been measured and found to be decreasing with an increase in temperature.Further,a comparative analysis shows that the measured properties of studied Barmer bentonite lie in the range of previously measured values of other types of bentonite across the globe.
文摘This review paper summarizes the current state of research on relationships between geotechnical soil’s properties and the California Bearing Ratio(CBR)value.Geotechnical elements are pivotal in preventing civil engineering projects from collapses and settlement failures,so understanding detailed soil properties is an important task.CBR tests are used to assess the stiffness modulus and shear strength and guide the overlaying layer’s thickness in pavement designs.Despite such tests’high expense and complexity,researchers have explored correlations and machine learning for CBR prediction from soil properties.This paper would delve into the varying influence of such properties as compaction properties(OMC and MDD)and index properties(LL,PL,and PI).By measuring the relevance of these properties to CBR,this paper examines their significance and potential interactions.In sum,this review sheds light on soil properties’multifaceted effects on CBR value and provides support for informed pavement engineering decisions.
