Laboratory testing and analysis of clay soil stabilization using waste marble powder
Soil stabilization is a critical step in numerous engineering projects, preventing soil erosion,
increasing soil strength, and reducing the risk of subsidence. Due to its inexpensive cost and …
increasing soil strength, and reducing the risk of subsidence. Due to its inexpensive cost and …
Preparation of eco-friendly and high-strength ceramsite by granite scraps, granite fine mud, and phosphogypsum: Response surface methodology optimization …
T **ao, Y Wang, X Fan, Z Pan, H Wang… - Process Safety and …, 2024 - Elsevier
Granite scraps (GS), Granite fine mud (GFM), and phosphogypsum (PG) are solid wastes
containing harmful substances produced during the processing of granite and the …
containing harmful substances produced during the processing of granite and the …
Amelioration of fat clay treated with CNS and cohesionless soils
The present study evaluates the amelioration of fat clay by blending it with cohesive non-
swelling soil (CNS) and cohesionless silty sandy soil (Kassu). The fat clay sample with a …
swelling soil (CNS) and cohesionless silty sandy soil (Kassu). The fat clay sample with a …
Stability analysis of an expansive soil slope under heavy rainfall conditions with different anchor reinforcements
Y Liu - Scientific Reports, 2025 - nature.com
This study investigates the vulnerability of expansive soil slopes to destabilization and
damage, particularly under intense rainfall, due to their heightened sensitivity to moisture …
damage, particularly under intense rainfall, due to their heightened sensitivity to moisture …
Geotechnical investigation and stabilization of soils through limestone powder at Abbottabad, Khyber-Pakhtunkhwa, Pakistan: a cost effective and sustainable …
This study was designed to determine the geotechnical parameters and stability of soils in
the Abbottabad region of Khyber-Pakhtunkhwa, Pakistan. The seven major sites with high …
the Abbottabad region of Khyber-Pakhtunkhwa, Pakistan. The seven major sites with high …
Influence of Enzyme Induced Carbonate Precipitation (EICP) on the Engineering Characteristics of Expansive soil
Enzyme induced carbonate precipitation (EICP) is a new bio-cementation technique that
utilizes plant-sourced urease to catalyze urea degradation and reaction with calcium iron …
utilizes plant-sourced urease to catalyze urea degradation and reaction with calcium iron …
Evaluating the Structural Performance of Stabilized Expansive Soil as Subbase Layer for Sustainable Pavements
The extensive use of aggregates in highway construction has led to the depletion of natural
resources, which has given impetus to the use of non-conventional materials. Natural …
resources, which has given impetus to the use of non-conventional materials. Natural …
Amelioration of fat clay treated with cohesive and cohesion less soils
The present study is aimed to evaluate the amelioration of fat clay by blending it with
cohesive non-swelling soil (CNS) and cohesionless silty sandy soil (termed as Kassu). Fat …
cohesive non-swelling soil (CNS) and cohesionless silty sandy soil (termed as Kassu). Fat …