Table 2 Summary of numerical simulation scenarios for the Lanniqing Slope Under Different Conditions.

From: Insights from indoor testing and numerical simulations of the Lanniqing Landslide in Zhaotong, Yunnan Province, China

No.

Analysis conditions

Research contents

1

Gravity loading

Analyze the stress and stability of the slope under natural conditions

2

Gravity loading and slope excavation

Assess slope displacement, shear strain increment, and stability after slope excavation for village road construction

3

Gravity loading and rainfall

Analyze and compare slope displacement, shear strain increment, and stability after rainfall

4

Gravity loading , slope excavation and rainfall

Evaluate and compare slope displacement, shear strain increment, and stability under the combined influence of multiple factors