Laboratory testing and analysis of clay soil stabilization using waste marble powder

IH Umar, H Lin, AS Ibrahim - Applied Sciences, 2023 - mdpi.com
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 …

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 …

Amelioration of fat clay treated with CNS and cohesionless soils

K Farooq, H Mujtaba, SZ Ashiq, MM Shah… - Scientific Reports, 2024 - nature.com
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 …

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 …

Geotechnical investigation and stabilization of soils through limestone powder at Abbottabad, Khyber-Pakhtunkhwa, Pakistan: a cost effective and sustainable …

SHA Shah, RU Sajjad, A Javed, U Habib… - Frontiers in Earth …, 2023 - frontiersin.org
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 …

Influence of Enzyme Induced Carbonate Precipitation (EICP) on the Engineering Characteristics of Expansive soil

M Mehmood, Y Guo, L Wang, Y Liu, BU Uge… - Arabian Journal for …, 2024 - Springer
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 …

Evaluating the Structural Performance of Stabilized Expansive Soil as Subbase Layer for Sustainable Pavements

S Barmade, A Dhamaniya, S Patel - International Journal of Geosynthetics …, 2023 - Springer
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 …

Amelioration of fat clay treated with cohesive and cohesion less soils

K Farooq, H Mujtaba, SZ Ashiq, MM Shah, A Mohamed - 2024 - researchsquare.com
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 …