Clay stabilization by using gypsum and paddy husk ash with reference to UCT and CBR value

TALENTA - Conference on Engineering, Science and Technology 2017

工业技术;自然科学

Roesyanto^1 ; Iskandar, R.^1 ; Hastuty, I.P.^1 ; Dianty, W.O.^1

Civil Engineering Department, University of Sumatera Utara, Medan, Indonesia^1

关键词: Classification system;    Clay stabilization;    Engineering properties;    Soil classification;    Soil stabilization;    Subgrade materials;    Technical requirement;    Unconfined compressive strength;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/309/1/012026/pdf
DOI  :  10.1088/1757-899X/309/1/012026

来源: IOP

【 摘 要 】

Clays that have low shear strength need to be stabilized in order to meet the technical requirements to serve as a subgrade material. One of the usual soil stabilization methods is by adding chemicals such as Portland cement, lime, and bitumen. The clay stabilization research was done by adding gypsum and paddy husk ash. The research goals were to find out the value of engineering properties of clay due to the addition of 2% gypsum and 2%-15% paddy husk ash. The soil was classified as Clay-Low Plasticity (CL) based on USCS and was classified as A-7-6 (10) based on AASHTO classification system. The UCT value of original soil was 1.41 kg/cm2. While the CBR soaked and unsoaked values of original soil were 4.41% and 6.23% respectively. The research results showed the addition of paddy husk ash decreased the value of unconfined compressive strength as well as CBR. The stabilized soil by 2% gypsum and 0% paddy husk ash gave maximum UCT value of 1.67 kg/cm2, while the maximum value of CBR were found 6.71% for CBR soaked and 8.00% for CBR unsoaked. The addition of paddy husk ash did not alter the soil classification according to AASHTO or USCS, even degrade the engineering properties of original soil.