[HTML][HTML] Worldwide research trends in landslide science

P Carrión-Mero, N Montalván-Burbano… - International journal of …, 2021 - mdpi.com
Landslides are generated by natural causes and by human action, causing various
geomorphological changes as well as physical and socioeconomic loss of the environment …

Laboratory characterization of rainfall-induced loess slope failure

LZ Wu, Y Zhou, P Sun, JS Shi, GG Liu, LY Bai - Catena, 2017 - Elsevier
Loess slopes are widely distributed throughout the northwestern region of China and are
prone to slope failure in response to heavy rainfall. We undertook three groups of flume …

Hydrological factors affecting rainfall-induced shallow landslides: From the field monitoring to a simplified slope stability analysis

M Bordoni, C Meisina, R Valentino, N Lu, M Bittelli… - Engineering …, 2015 - Elsevier
Rainfall-induced shallow landslides can seriously affect cultivations and infrastructures and
cause human losses. A continuous monitoring of unsaturated soil hydrological properties is …

Creep mechanical and microstructural insights into the failure mechanism of loess landslides induced by dry-wet cycles in the Heifangtai platform, China

B Lian, X Wang, H Zhan, J Wang, J Peng, T Gu… - Engineering …, 2022 - Elsevier
Affected by groundwater fluctuations, the loess around the hydro-fluctuation zone near the
groundwater table is frequently subjected to periodic dry-wet cycles. The investigation on the …

Soil Bioengineering Using Vetiver for Climate-Adaptive Slope Repair

A Chakraborty, S Khan - Natural Hazards Review, 2024 - ascelibrary.org
An increase in precipitation due to climate change has given rise to the number of landslide
occurrences. Vetiver, which is a perennial grass, is becoming increasingly popular all over …

A chemo-mechanical insight into the failure mechanism of frequently occurred landslides in the Loess Plateau, Gansu Province, China

X Fan, Q Xu, G Scaringi, S Li, D Peng - Engineering Geology, 2017 - Elsevier
Thick loess deposits are considered problematic soils due to their susceptibility to collapse
suddenly and in large volumes upon increase of water content. In the past decades, a large …

Centrifuge modelling of rainfall-induced slope failure in variably saturated soil

S Wang, G Idinger, W Wu - Acta Geotechnica, 2021 - Springer
This paper presents the results of centrifuge tests on rainfall-induced instabilities in variably
saturated slopes. The roles of rainfall intensity and initial conditions, such as slope angle …

Back-analysis of a rainfall-induced landslide case history using deterministic and random limit equilibrium methods

CH Wang, L Fang, DTT Chang, FC Huang - Engineering Geology, 2023 - Elsevier
Because recurrent rainfall-induced landslide episodes mimic prior failures, this study builds
a back-analysis approach to identify those prior failure events and assess the prospective …

Effects of capillary and viscous forces on two-phase fluid displacement in the microfluidic model

K Chen, P Liu, W Wang, Y Chen, B Bate - Energy & Fuels, 2023 - ACS Publications
Immiscible fluid–fluid displacement in porous media is an important phenomenon that
impacts the field of underground energy and environmental engineering, such as enhanced …

Effective stress-based limit-equilibrium analysis for homogeneous unsaturated slopes

F Vahedifard, D Leshchinsky… - International Journal of …, 2016 - ascelibrary.org
With a suction stress–based effective stress representation, stability analysis of unsaturated
engineered and natural slopes can be performed effectively in the same manner as the …