Strength and Permeability of Stabilized Peat Soil
Strength and Permeability of Stabilized Peat Soil L.S. Wong, R. Hashim and F.H. Ali Abstract: The aim of this study was to analyze the unconfined compressive strength and initial
Strength and Permeability of Stabilized Peat Soil L.S. Wong, R. Hashim and F.H. Ali Abstract: The aim of this study was to analyze the unconfined compressive strength and initial
However, the unconfined compressive strength gain of the stabilized peat specimen was only significant after a minimal dosage of 250 kg m 3 binder with 75% cement and 25% slag in composition was added. At the dosage and
Supporting: 1, Mentioning: 9 Strength and Permeability of Stabilized Peat Soil Leong Sing Wong, Roslan Hashim, Faisal Haji Ali. Statements. Product. Resources. Pricing Blog. Sign in
Dec 01, 2008 Abstract. The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated
The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand. An understanding of the stabilized soil properties is of great importance for the design of deep stabilization in peat land for highway construction.
Dec 20, 2019 The unconfined compressive strength of stabilized peat soil increases with increase in lime percentage but after the optimum percentage of lime content, strength began to drop. The duration of the primary consolidation for peat soil is relatively short as a result of high initial permeability 6 . The compressibility of peat soil is highly
Strength and permeability of stabilized peat soil . The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand. An understanding of the stabilized soil properties is of great importance
Dec 01, 2008 The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of
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RESULTS AND DISCUSSION Unconfined compression tests: The 28 days unconfined compressive strength of stabilized peat specimens mixed with 950 kg m 3 siliceous
geotechnical engineering projectdac 20803universiti tun hussein onn, malaysia
The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground
Strength and permeability of stabilized peat soil . The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand. An understanding of the stabilized soil properties is of great importance
Strength and Permeability of Stabilized Peat Soil: L.S. Wong, R. Hashim and F.H. Ali: Abstract: The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand. An understanding of the stabilized soil properties is of
geotechnical engineering projectdac 20803universiti tun hussein onn, malaysia
Title: Strength and permeability of stabilized peat soil: Authors: Wong, L.S. Hashim, R. Ali, F.H. Issue Date: 2008: Abstract: The aim of this study was to analyze the unconfined
Supporting: 1, Mentioning: 9 Strength and Permeability of Stabilized Peat Soil Leong Sing Wong, Roslan Hashim, Faisal Haji Ali. Statements. Product. Resources. Pricing Blog. Sign in Sign Up. J. of Applied Sciences. volume 8, issue 21, P3986 3990 2008 . Share. Strength and Permeability of Stabilized Peat Soil. Leong Sing Wong 1, Roslan
The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand. An understanding of the stabilized soil properties is of great importance for the design of deep stabilization in peat land for highway construction.
Title: Strength and permeability of stabilized peat soil: Authors: Wong, L.S. Hashim, R. Ali, F.H. Issue Date: 2008: Abstract: The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand.
The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand. Results from the investigation indicated that addition of the admixture was able to increase unconfined compressive
Each stabilized soil specimen for the test was cured for 7, 14 and 28 days before testing in order to investigate the trend of its undrained shear strength gain
geotechnical engineering projectdac 20803universiti tun hussein onn, malaysia
permeability, strength and deformation properties of mainly soft soils. In spite the establishment of the method for soil stabilization, the type of cementing materials and the homogeneity in mixing remain two crucial factors in deciding the success of deep peat stabilization. In this aspect, the choice and dosage of materials that can
Mar 01, 2013 The dosage of each binder is based on bulk volume of peat at an average natural moisture content of 668%. From a review of several studies of soil stabilization,,,,,,, it can be summarized that unconfined compressive strength of stabilized peat is influenced by several factors. These factors are binder composition, binder type, binder
Mar 01, 2013 The dosage of each binder is based on bulk volume of peat at an average natural moisture content of 668%. From a review of several studies of soil stabilization,,,,,,, it can be summarized that unconfined compressive strength of stabilized peat is influenced by several factors. These factors are binder composition, binder type, binder
Dec 20, 2019 The unconfined compressive strength of stabilized peat soil increases with increase in lime percentage but after the optimum percentage of lime content, strength began to drop. The duration of the primary consolidation for peat soil is relatively short as a result of high initial permeability 6 . The compressibility of peat soil is highly
Dec 01, 2008 Abstract. The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated
Strength and Permeability of Stabilized Peat Soil: L.S. Wong, R. Hashim and F.H. Ali: Abstract: The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand. An understanding of the stabilized soil properties is of
Abstract The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground
Each stabilized soil specimen for the test was cured for 7, 14 and 28 days before testing in order to investigate the trend of its undrained shear strength gain
In general, the stabilized peat specimens of all compositions of cement and slag without siliceous sand did not show significant improvement in undrained shear strength after 28 curing days. The highest undrained shear strength of the
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Supporting: 1, Mentioning: 9 Strength and Permeability of Stabilized Peat Soil Leong Sing Wong, Roslan Hashim, Faisal Haji Ali. Statements. Product. Resources. Pricing Blog. Sign in Sign Up. J. of Applied Sciences. volume 8, issue 21, P3986 3990 2008 . Share. Strength and Permeability of Stabilized Peat Soil. Leong Sing Wong 1, Roslan
Mar 01, 2013 The dosage of each binder is based on bulk volume of peat at an average natural moisture content of 668%. From a review of several studies of soil stabilization,,,,,,, it
However, the unconfined compressive strength gain of the stabilized peat specimen was only significant after a minimal dosage of 250 kg m 3 binder with 75% cement and 25% slag in composition was added. At the dosage and
permeability, strength and deformation properties of mainly soft soils. In spite the establishment of the method for soil stabilization, the type of cementing materials and the homogeneity in mixing remain two crucial factors in deciding the success of deep peat stabilization. In this aspect, the choice and dosage of materials that can
Title: Strength and permeability of stabilized peat soil: Authors: Wong, L.S. Hashim, R. Ali, F.H. Issue Date: 2008: Abstract: The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand.
The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand. An understanding of the stabilized soil properties is of great importance for the design of deep stabilization in peat land for highway construction.
The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand. An understanding of the stabilized soil properties is of great importance for the design of deep stabilization in peat land for highway construction.
The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand. Results from the investigation indicated that addition of the admixture was able to increase unconfined compressive