Adding Ordinary Portland Cement (OPC) to alter peat properties has been established in some research, but its mechanism in strength gain is less studied. Therefore, understanding on the strength gain and chemical effect in cement stabilized peat is essential to be further investigated. An extensive laboratory tests were performed to correlate the strength performance with chemical compound and soil structure behaviour after stabilization. Three types of peat which is fibric (PF), hemic (PH) and sapric (PS) were stabilized with various cement dosage of 300–500 kg/m3 at 7 and 28 days. The stabilized peats strength was observed via the Unconfined Compressive Strength (qu) test with the target strength 50 kPa. The X-ray Diffraction (XRD) and ...
Depending on the soil type, different types of binder have been used to stabilize soft soils nowaday...
The aim of this paper is to evaluate the unconfined compressive strength of cemented peat in compari...
peat soil is well known as problematic soil due to their high water content, high compressibility a...
Adding Ordinary Portland Cement (OPC) to alter peat properties has been established in some research...
Natural peat is considered incapable of supporting built structure due to its poor engineering prope...
This article describes a laboratory study on stabilizing peat soil using Ordinary Portland Cement (O...
Peat soil is one of the problematic soils known for being extremely soft and weak. However, ground i...
Peat are generalised as organic soil consists of mineral matter, water and contains more than 75% of...
Deep stabilized peat columns could be considered as attractive and economical foundation for constru...
A field model study has been carried out to stabilise peat soil using various types of binder by dee...
Successful implementation of deep peat stabilization is very much dependent on the engineering behav...
Peat is a problematic soil as it has the characteristics of high water content, low shear strength a...
Natural peat is considered incapable of supporting built structure due to its poor engineering prope...
Peat is often considered a problematic deposit with poor geotechnical characteristics, and which reg...
Peats are geotechnically problematic soil due to their high compressibility and low shear strength. ...
Depending on the soil type, different types of binder have been used to stabilize soft soils nowaday...
The aim of this paper is to evaluate the unconfined compressive strength of cemented peat in compari...
peat soil is well known as problematic soil due to their high water content, high compressibility a...
Adding Ordinary Portland Cement (OPC) to alter peat properties has been established in some research...
Natural peat is considered incapable of supporting built structure due to its poor engineering prope...
This article describes a laboratory study on stabilizing peat soil using Ordinary Portland Cement (O...
Peat soil is one of the problematic soils known for being extremely soft and weak. However, ground i...
Peat are generalised as organic soil consists of mineral matter, water and contains more than 75% of...
Deep stabilized peat columns could be considered as attractive and economical foundation for constru...
A field model study has been carried out to stabilise peat soil using various types of binder by dee...
Successful implementation of deep peat stabilization is very much dependent on the engineering behav...
Peat is a problematic soil as it has the characteristics of high water content, low shear strength a...
Natural peat is considered incapable of supporting built structure due to its poor engineering prope...
Peat is often considered a problematic deposit with poor geotechnical characteristics, and which reg...
Peats are geotechnically problematic soil due to their high compressibility and low shear strength. ...
Depending on the soil type, different types of binder have been used to stabilize soft soils nowaday...
The aim of this paper is to evaluate the unconfined compressive strength of cemented peat in compari...
peat soil is well known as problematic soil due to their high water content, high compressibility a...