[HTML][HTML] Stabilization of collapsible soils with nanomaterials, fibers, polymers, industrial waste, and microbes: Current trends

MA Khodabandeh, G Nagy, Á Török - Construction and Building Materials, 2023 - Elsevier
Collapsible soils are susceptible to high and relatively sudden volume change after wetting
under a specific load. They tend to have a high initial void index (more than 40%), a low …

[HTML][HTML] Review of collapse triggering mechanism of collapsible soils due to wetting

P Li, S Vanapalli, T Li - Journal of Rock Mechanics and Geotechnical …, 2016 - Elsevier
Loess soil deposits are widely distributed in arid and semi-arid regions and constitute about
10% of land area of the world. These soils typically have a loose honeycomb-type meta …

中国西部黄土区地质灾害调查研究进展

孙萍萍, 张茂省, 贾俊, 程秀娟, 朱立峰, 薛强, 王佳运 - 西北地质, 2022 - cgsjournals.com
西部黄土地区特殊的自然地理环境和地质构造背景, 加之黄土特殊的工程特性, 使得区内滑坡,
崩塌, 泥流等地质灾害多发, 频发, 举世瞩目的黄土高原更是全国的地质灾害高发区和防治重点区 …

Laboratory investigation and field evaluation of loess improvement using nanoclay–A sustainable material for construction

A Tabarsa, N Latifi, CL Meehan… - Construction and Building …, 2018 - Elsevier
Loess soils are aeolian deposits of primarily silt sized soil particles, which are often lightly
cemented. The wind-blown depositional process of loess formation yields a relatively loose …

[PDF][PDF] 水致黄土深层滑坡灾变机理

李同录, 习羽, 侯晓坤 - 工程地质学报, 2018 - dsjyj.com.cn
摘要在黄土地区, 雨后观测和人工降雨试验均表明地表水在黄土中的入渗深度有限,
并不影响黄土深部的含水率. 因此水分入渗是否直接造成斜坡深层滑移颇受争议 …

An elastoplastic constitutive model for unsaturated loess with internal structure

X Weng, L Hou, J Hu, R Zhou - Acta Geotechnica, 2024 - Springer
The structure of unsaturated loess has a significant impact on its hydraulic and mechanical
properties. An elastoplastic model considering the structured evolution of unsaturated loess …

Seepage characteristics in loess strata subjected to single point water supply

Y Qin, J Qiu, J Lai, F Liu, L Wang, Y Luo, T Liu - Journal of Hydrology, 2022 - Elsevier
Loess is mainly Quaternary sediments formed in arid or semi-arid areas, accounting for
9.3% of the total land area in the world, totaling∼ 13 million km 2 (Rogers et al. 1994) …

Compression and wetting induced volumetric behavior of loess: Macro-and micro-investigations

QY Mu, C Zhou, CWW Ng - Transportation Geotechnics, 2020 - Elsevier
Volumetric behavior of intact and compacted loess under isotropic compression and wetting
was investigated through stress-and suction-controlled triaxial tests. To assist in the …

Low plasticity clay stabilized with cement and zeolite: An experimental and environmental impact study

H MolaAbasi, P Kharazmi, A Khajeh, M Saberian… - Resources …, 2022 - Elsevier
To mitigate environmental issues caused by conventional binders and gain superior
geotechnical properties, pozzolanic materials can be considered for soil stabilization …

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 …