Peats are geotechnically problematic soil due to their high compressibility and low shear strength. Cement is widely used for the stabilization of peat by deep mixing method (DMM). This paper presents the results of the model study of compressibility property of peats stabilized with cement columns formed by DMM. The results of consolidation test, scanning electron micrographs (SEM) and energy dispersive x-ray spectrometer (EDX) showed that the compressibility of peats can be improved significantly by the installation of cement stabilized columns. The amount of cement used to form the column was observed to influence the engineering behaviour of treated tropical peats and it had more influence on sapric peat than on hemic and fibrous peats
peat soil is well known as problematic soil due to their high water content, high compressibility a...
Peat is a type of soil made up of partially decomposed plant matters and contains high amount of por...
Peaty soil is considered as weak subgrade with poor bearing capacity and high compressibility. This ...
Peats are considered as extremely soft, unconsolidated deposits. These soils are geotechnically prob...
Peat soil is described as a naturally occurring highly organic substance derived primarily from plan...
Peat and organic soils also categorized as soft soil. Application of cement column will leads to som...
Peat soil is described as a naturally occurring highly organic substance derived primarily from plan...
This paper presents the compressibility of tropical peat reinforced with cylindrical cement columns....
Peat is classified as one of the major type of problematic soils due to its high water content, high...
One of the most serious problems encountered by civil engineers these days are when it comes to cons...
A field model study has been carried out to stabilise peat soil using various types of binder by dee...
Peat is classified as very soft and problematic soil due to its natural behaviour of high compressib...
Objective of this study is to determine various engineering properties of peat soil and to observe e...
This paper describes the physical and geotechnical properties of tropical peat treated with differen...
Malaysia are covered approximately 2.6 million hectare of peat and facing serious geotechnical probl...
peat soil is well known as problematic soil due to their high water content, high compressibility a...
Peat is a type of soil made up of partially decomposed plant matters and contains high amount of por...
Peaty soil is considered as weak subgrade with poor bearing capacity and high compressibility. This ...
Peats are considered as extremely soft, unconsolidated deposits. These soils are geotechnically prob...
Peat soil is described as a naturally occurring highly organic substance derived primarily from plan...
Peat and organic soils also categorized as soft soil. Application of cement column will leads to som...
Peat soil is described as a naturally occurring highly organic substance derived primarily from plan...
This paper presents the compressibility of tropical peat reinforced with cylindrical cement columns....
Peat is classified as one of the major type of problematic soils due to its high water content, high...
One of the most serious problems encountered by civil engineers these days are when it comes to cons...
A field model study has been carried out to stabilise peat soil using various types of binder by dee...
Peat is classified as very soft and problematic soil due to its natural behaviour of high compressib...
Objective of this study is to determine various engineering properties of peat soil and to observe e...
This paper describes the physical and geotechnical properties of tropical peat treated with differen...
Malaysia are covered approximately 2.6 million hectare of peat and facing serious geotechnical probl...
peat soil is well known as problematic soil due to their high water content, high compressibility a...
Peat is a type of soil made up of partially decomposed plant matters and contains high amount of por...
Peaty soil is considered as weak subgrade with poor bearing capacity and high compressibility. This ...