Owing to its environment-friendly, economically available, and sustainable property, the palm fiber was attempted to improve the quality of Shanghai clayey soil together with lime. The direct shear tests (DST), ultrasonic pulse velocity tests (UPV), and the unconfined compressive tests (UCT) have been carried out on soils mixed with palm fiber and lime under 3 curing conditions of immersion in water, cyclic wetting-drying, and air curing at a series of contents of additives. The corresponding indexes of shear strength (τ), cohesion (c), internal friction angle (φ), initial shear modulus (G0), and unconfined compressive strength (qu) were obtained and analyzed. Results show that immersed-in-water environment is optimum for the formation of s...
Soil such as soft clay is a material with low strength and easily affected by water but it will be s...
In the present study, the effect of construction waste and pulverized lime on the strength of Shangh...
This study involves the clay sample which is taken from Kampung Kedaik Asal, Rompin site and evaluat...
Red clay is widespread in southern China, exhibiting undesirable properties of softening upon contac...
In order to reduce the brittleness of soil stabilized by lime only, a recent study of a newly propos...
The beneficial role of combining fiber reinforcement with lime stabilization in altering soil behavi...
Abstract: This paper investigates the resultant strength and ductility behavior when randomly distri...
The effects of coconut fibre on the mechanical characteristics of lime-treated clay are investigated...
Here we study the effects of nano clay and polypropylene fiber on the unconfined compression and spl...
Soil modification is the process which involves enhancing the anatomical substance of the soil aprop...
This paper describes the compaction and strength behavior of black cotton soil (BC soil) reinforced ...
This paper presents the stabilisation of clay soil using lime-rice husk ash with polypropylene fibre...
The durability of natural and treated clay soil stabilized with lime and alkaline activation (AA) af...
Condition of soil in Coastal of Riau tends to soft, therefore the stabilization needed for repairin...
This study investigated the effects of polypropylene fibre (PF) reinforcement on the mechanical beha...
Soil such as soft clay is a material with low strength and easily affected by water but it will be s...
In the present study, the effect of construction waste and pulverized lime on the strength of Shangh...
This study involves the clay sample which is taken from Kampung Kedaik Asal, Rompin site and evaluat...
Red clay is widespread in southern China, exhibiting undesirable properties of softening upon contac...
In order to reduce the brittleness of soil stabilized by lime only, a recent study of a newly propos...
The beneficial role of combining fiber reinforcement with lime stabilization in altering soil behavi...
Abstract: This paper investigates the resultant strength and ductility behavior when randomly distri...
The effects of coconut fibre on the mechanical characteristics of lime-treated clay are investigated...
Here we study the effects of nano clay and polypropylene fiber on the unconfined compression and spl...
Soil modification is the process which involves enhancing the anatomical substance of the soil aprop...
This paper describes the compaction and strength behavior of black cotton soil (BC soil) reinforced ...
This paper presents the stabilisation of clay soil using lime-rice husk ash with polypropylene fibre...
The durability of natural and treated clay soil stabilized with lime and alkaline activation (AA) af...
Condition of soil in Coastal of Riau tends to soft, therefore the stabilization needed for repairin...
This study investigated the effects of polypropylene fibre (PF) reinforcement on the mechanical beha...
Soil such as soft clay is a material with low strength and easily affected by water but it will be s...
In the present study, the effect of construction waste and pulverized lime on the strength of Shangh...
This study involves the clay sample which is taken from Kampung Kedaik Asal, Rompin site and evaluat...