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THE INFLUENCE OF MOLDING WATER CONTENT AND LIME CONTENT ON THE STRENGTH OF STABILIZED SOIL WITH LIME AND RICE HUSK ASH
(2005)
The strength gain of stabilized soils is not only influenced by the type and proportion of the stabilizers and its curing time, but also by the water content needed to maintain the reaction. The reaction of lime – RHA with ...
A NEW FORMULA FOR RATE OF SWELLING OF EXPANSIVE CLAY SOILS
(2005)
The study of engineered expansive soils attracts the attention of researchers since this soil is mixed and increasingly used in many geotechnical and geoenvironmental application. This paper attempts to the study of swelling ...
GEOTECHNICAL PROPERTIES OF RICE HUSK ASH ENHANCED LIMESTABILIZED EXPANSIVE CLAY
(2005)
Penambahan dan pencampuran kapur atau semen dengan tanah mengembang merupakan tanah cara yang paling banyak digunakan untuk stabilisasi tanah. Dalam penelitian ini digunakan abu sekam padi guna meningkatkan kualitas ...
STABILIZATION OF RESIDUAL SOIL WITH RICE HUSK ASH AND CEMENT
(2005)
Stabilization of residual soils is studied by chemically using cement and rice husk ash. Investigation includes the evaluation of such properties of the soil as compaction, strength, and X-ray diffraction. Test results ...