Titlebook: Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China; Volume 2: Geohazard Sijing Wang,Runqiu Huan

carotenoids

Investigation of Dynamic Fragmentation Mechanism of Granular Column Collapse Via Discrete Element Arashing–falling–flow accumulation, and the fragmentation is mainly caused by the bottom-compression and the collision during the fall. The cumulative fragment size distributions fitting results indicate that the fragments fractal dimension . increases (1.62–1.88) and the fragments scale parameter .

Nuance

An Improved Bond-Based Smoothed Particle Hydrodynamics for Simulating Progressive Failure of Rock Son and coalescence of rock masses. Additionally, it can accurately simulate the contact behavior between particles, providing a realistic representation of the crack propagation, frictional sliding, and deposition of the Daguangbao landslide under seismic conditions. Moreover, compared with other ma

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可忽略

LAIR

Energy Dissipation Effect of Different Structures on Debris Flow,ulic engineering experience in this paper. The energy dissipation effect of different structures is studied through theoretical analysis and numerical calculation. The retaining dams dissipate kinetic energy step by step, and the kinetic energy of sliding body presents the characteristics of multi p

用不完

Numerical Simulation of a Rainfall-Induced Debris Flow: A Case Study in Tianquan County, Southwest c simulation software RAMMS was utilized to simulate the evolutionary process of the Xiaogoucun debris flow. The calibrated Coulomb friction coefficient (μ) and viscous turbulent friction coefficient (ξ) in the catchment were respectively determined as 0.200 and 220?m/s.. The simulation results unra

符合規(guī)定

Incise

A Study on the Relationship Between Building Damage and Shallow Subsurface Ground in the 2015 Nepalnd motion greatly affects building damage. As a result, the relationship between AVS30 and building damage was not clear. However, assuming that an S-wave velocity of 200?m/s is the engineering base layer for seismic resistance evaluation, using an index that combines the slope of the upper surface

Acumen

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