[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 …
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 …
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
Rainfall-induced shallow landslides can seriously affect cultivations and infrastructures and
cause human losses. A continuous monitoring of unsaturated soil hydrological properties is …
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
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 …
groundwater table is frequently subjected to periodic dry-wet cycles. The investigation on the …
A chemo-mechanical insight into the failure mechanism of frequently occurred landslides in the Loess Plateau, Gansu Province, China
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 …
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
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 …
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 …
a back-analysis approach to identify those prior failure events and assess the prospective …
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 …
engineered and natural slopes can be performed effectively in the same manner as the …
Analysis of rainfall-induced landslide on unsaturated soil slopes
This paper investigates rainfall-induced landslides on partially saturated soil slopes using
the 2011 Umyeonsan landslides at the center of Seoul, Korea. An integrated analysis of …
the 2011 Umyeonsan landslides at the center of Seoul, Korea. An integrated analysis of …
[HTML][HTML] Failure responses of rock tunnel faces during excavation through the fault-fracture zone
It is essential to cast light on the construction risks in tunnel excavations through the fault-
fracture zone (FFZ). This study adopts the material point method (MPM) to simulate the …
fracture zone (FFZ). This study adopts the material point method (MPM) to simulate the …