The genesis, development, and evolution of original vertical joints in loess

L Feng, M Zhang, Z Jin, S Zhang, P Sun, T Gu… - Earth-Science …, 2021 - Elsevier
Original vertical joints (OVJs), which are highly correlated with loess anisotropy, have been
considered a non-tectonic source of extensive erosion, gully development, and landform …

A review of barrier properties of polymer-modified bentonite applied to vertical cutoff walls under dry-wet cycling and chemical erosion

J Wang, J Chai, Z Xu, K Geng, P Zhang - Journal of Water Process …, 2024 - Elsevier
Polymer-modified bentonite has been widely used in vertical cutoff walls due to its good
barrier properties. This paper illustrates the changes in fissure development and …

Variations in strength and deformation of compacted loess exposed to wetting-drying and freeze-thaw cycles

G Li, F Wang, W Ma, R Fortier, Y Mu, Y Mao… - Cold Regions Science …, 2018 - Elsevier
Densely compacted loess on which many man-made infrastructures are built are often
exposed to strong weathering processes such as repeated wetting-drying (WD) and freeze …

Workability, compressibility and hydraulic conductivity of zeolite-amended clayey soil/calcium-bentonite backfills for slurry-trench cutoff walls

YJ Du, RD Fan, SY Liu, KR Reddy, F Jin - Engineering Geology, 2015 - Elsevier
Soil–bentonite slurry-trench cutoff walls using backfill consisting of on-site sandy soil and Na-
bentonite are extensively used as engineering barriers for the purpose of achieving …

Evolution of mechanical behaviours of an expansive soil during drying-wetting, freeze–thaw, and drying-wetting-freeze–thaw cycles

G Zhao, Z Han, W Zou, X Wang - Bulletin of Engineering Geology and the …, 2021 - Springer
This paper investigates the volumetric, microstructural, and shear behaviours of an
expansive soil during multiple drying-wetting (DW), freeze–thaw (FT), and drying-wetting …

Sodium hexametaphosphate (SHMP)-amended calcium bentonite for slurry trench cutoff walls: workability and microstructure characteristics

YL Yang, KR Reddy, YJ Du… - Canadian Geotechnical …, 2018 - cdnsciencepub.com
This study aims to investigate workability and microstructural characteristics of sodium
hexametaphosphate (SHMP)-treated calcium bentonite (Ca-bentonite) as a potential …

Hydraulic conductivity and swelling ability of a polymer modified bentonite subjected to wet–dry cycles in seawater

M De Camillis, G Di Emidio, A Bezuijen… - Geotextiles and …, 2016 - Elsevier
The performance of clay liners may be impaired when in contact with aggressive solutions
due to cation exchange. The efficiency of these liners can further deteriorate if cation …

Effect of polymer amendment on hydraulic conductivity of bentonite in calcium chloride solutions

YJ Du, SQ Shen, K Tian, YL Yang - Journal of Materials in Civil …, 2021 - ascelibrary.org
Hydraulic conductivity of polyanionic cellulose (PAC)–amended bentonite (PB) in calcium
chloride (CaCl 2) solutions was investigated to access its chemical compatibility in vertical …

Effects of freeze-thaw cycle on engineering properties of loess used as road fills in seasonally frozen ground regions, North China

G Li, W Ma, Y Mu, F Wang, S Fan, Y Wu - Journal of Mountain Science, 2017 - Springer
Compacted loess is widely used as fills of road embankments in loess regions of northern
China. Generally, densely-compacted loess can satisfy the requirements of embankment …

Model test study on the deformation and stability of rainfall-induced expansive soil slope with weak interlayer

Z Dai, K Huang, Z Chi, S Chen - Bulletin of Engineering Geology and the …, 2024 - Springer
Rainfall infiltration softens the filling material of deep cracks in expansive soil, significantly
reducing its mechanical strength and causing slope instability and failure. Investigating this …