Tonglu Li

Chang'an University

H指数:23

被引数:1,985

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Influence of erodible substrate topography and strength on landslide mobility: insights from MPM modeling

可侵蚀基底地形和强度对滑坡移动性的影响：来自MPM建模的见解

Landslides

IF7

2026-09-160

PRE

Micro pore structure evolution of a loess-paleosol sequence and its control on macro hydraulic properties

黄土-古土壤序列的微孔隙结构演变及其对宏观水力性质的控制

CATENA

IF5.7

2026-09-120

PRE

Landslide-terrace interaction mechanisms of two rapid loess landslide cases: insights from MPM modeling

两个快速黄土滑坡案例中滑坡-阶地相互作用机制：来自MPM建模的见解

Landslides

IF7

2026-07-240

PRE

Experimental assessment of mode I fracture toughness and fracture energy in four rock types using the pCT testing method with two notch radii

采用两种缺口半径的pCT测试方法对四种岩石类型的I型断裂韧性及断裂能的实验评估

International Journal of Rock Mechanics and Mining Sciences

IF7.5

2025-11-250

PRE

Void ratio-dependent soil-water characteristic curve and hydraulic conductivity of unsaturated loess considering the film flow under high suction range

孔隙比依赖的黄土土水特征曲线和高吸力范围下的非饱和黄土水力传导率（考虑膜流）

Engineering Geology

IF8.4

2025-11-190

PRE

Improvements to the contact filter paper method and its application in the testing of unsaturated soil properties

接触滤纸法的改进及其在不饱和土性质测试中的应用

Geoenvironmental Disasters

IF4

2025-11-100

OAAI

Three-dimensional pore structure characteristics of intact and compacted loess and their controls on hydraulic permeability

完整和压实黄土的三维孔隙结构特征及其对水力渗透性的控制

Journal of Hydrology

IF6.3

2025-08-220

PRE

Influence of topography on the fragmentation and mobility of landslides

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT

IF4.2

2025-01-220

PRE

Run-out simulation of rock avalanches using a depth-averaged model considering the distance and velocity related frictional weakening effect

LANDSLIDES

IF7

2024-12-230

PRE

Simulation of the failure and run-out processes of rotational-translational loess landslides using an SPH model considering strain softening

ACTA GEOTECHNICA

IF5.7

2024-10-220

PRE

A simple pseudo-Compact tension (pCT) test apparatus to determine the mode I fracture toughness

MEASUREMENT

IF5.6

2024-10-011

OAAI

Three-dimensional MPM modeling of rapid flow-like loess landslides with entrainment phenomenon

COMPUTERS AND GEOTECHNICS

IF6.2

2024-10-011

PRE

Modified discontinuous deformation analysis with mixed bilinear failure model for investigating quasi-brittle failure in geo-materials

COMPUTERS AND GEOTECHNICS

IF6.2

2024-09-012

PRE

Plowing mechanism of rapid flow-like loess landslides: Insights from MPM modeling

ENGINEERING GEOLOGY

IF8.4

2024-06-016

PRE

A new DTM-based three-dimensional MPM model for simulating rapid flow-like landslides propagating on curved bed

LANDSLIDES

IF7

2024-04-262

PRE

Prediction of the hydraulic conductivity function for unsaturated soils over the entire suction range

CANADIAN GEOTECHNICAL JOURNAL

IF3.5

2024-03-280

PRE

A modified discontinuous deformation analysis method considering the bonding effect for the simulation of structural loess

ACTA GEOTECHNICA

IF5.7

2024-03-202

PRE

Study on the influencing factors and evolution of loess bank collapse with physical modelling

GEOENVIRONMENTAL DISASTERS

IF4

2023-11-030

Moisture stabilization of embankment subgrade with capillary barrier cover under dry and rainy weathers

TRANSPORTATION GEOTECHNICS

IF5.5

2023-09-012

PRE

An advanced SPH model for protective constructions of debris flows adopting the modified HBP constitutive law

LANDSLIDES

IF7

2023-08-0310

PRE

Tonglu Li

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