.... (2019a)). Corresponding author Qian Zhai (zhaiqian@seu.edu.cn) Considering the mathematical model of the resilient modulus function proposed by Oloo and Fredlund (1998) and the model of shear strength developed by Vanapalli et al. (1996) , Sawangsuriya et al. (2009...

... 17% and the cementation transitions from non-effective to effective. The angle of internal friction increases drastically during the first two weeks of treatment while the drained cohesion, undrained shear strength, and unconfined compressive strength ( UCS ) increase significantly after two weeks...

... 2024 26 05 2025 © 2025 Emerald Publishing Limited 2025 Emerald Publishing Limited Licensed re-use rights only durability EICP ground improvement plant derived urease raw earth shear strength soil stabilisation UN SDG 11: Sustainable cities and communities UN SDG 13: Climate...

... on the subject has mostly focused on shear strength in unsaturated rather than saturated conditions, while only a handful of studies have investigated the effect of biopolymer treatment on soil compressibility and consolidation. Moreover, there is little research about soil treatments that synergically combine...

... to improve the geotechnical characteristics of sludge. The role of each component in the mixed agent is explored by using a series of different additive dosages in solidification. According to water content tests, shear wave velocity tests, unconfined compression strength tests, direct shear strength tests...

... moisture content. Partly owing to the higher pore water pressure, peak shear strength reduces gradually during drying–wetting cycles. The impacts of drying–wetting cycles on the hydromechanical properties of soil specimens during the first cycle are greater than those during the second and third cycles...

... were also conducted to investigate the efficacy of the MICP-BIN method. Compared with that of the remoulded soil, the shear strength of the treated soil exhibited a substantial increase of 22.4%, the CaCO₃ content increased by 30%, and the shear strength improved by 389.5%. Similarly...

...Jiannan Chen, PhD; Sarah A Gustitus, PhD; Hai Lin, PhD; Craig H Benson, PhD, PE, DGE, BCEE, NAE The interface shear strength between bentonite–polymer composite (BPC) geosynthetic clay liners (GCLs) and textured geomembrane (GM) was compared with the interface shear strength between conventional...