Results 101 to 110 of about 3,569 (218)

Triaxial compressive mechanical properties and failure characteristics of limestone-concrete composites after acid corrosion

Shuiwen dizhi gongcheng dizhi
Limestone-concrete composites are widely found in engineering structures in southwest China, yet they are highly susceptible to degradation under acid-rain exposure, posing significant safety risks.
Jie WANG, Shisong YUAN, Bin DU
doaj   +1 more source

Dynamic Response Analysis of Embankment Slopes Based on FLAC3D Simulation

Highlights in Science, Engineering and Technology
The analysis of deformation and failure mechanisms of embankment slopes under seismic action is crucial for slope engineering design: this study uses FLAC3D to construct a slope model, simulating failure forms under Wolong (WL), Lushan (LS), and Luding (LD) seismic waves and innovatively examining dynamic response distributions of acceleration ...
Yichang Zhao, Dengchen Zhou
openaire   +1 more source

FLAC3D modelling of rock support arches [Elektronisk resurs]

, 2020
 This paper presents the FLAC3D modelling of rock support arches in trial stope at Boliden's Garpenbergmine in Sweden. The objective was to evaluate the effectiveness of rock support arches in stabilizing theground when rill stopes heights are raised ...
Nyström, Anders,, Saiang, David,
core  

تحلیل پایداری و طراحی سیستم نگهداری تقاطع تونل های آب بر با مخازن ضربه گیر سد گتوند علیا [PDF]

نشریه مهندسی معدن, 2010
مقاله حاضر پیرامـون تحلیل پایداری و طراحی سیستم نگهداری تونل‌های انتقال آب و مخزن ضربه‌گیر سد گتوند علیا است. تحلیل پایداری فضاهای زیرزمینی یکی از مهمترین موضوعات در علم مکانیک سنگ می‌باشد.
علی معینی, مهدی حسینی, محسن شریفی بروجردی, اسماعیل ابتکار   +3 more
doaj  

STUDI NUMERIK DISPLACEMENT BEHAVIOUR JANGKAR TIPE BINTANG PADA TANAH LEMPUNG [PDF]

, 2014
Indonesia dikenal sebagai salah satu negara dengan garis pantai terpanjang di dunia. Dalam pemanfaatan sumber daya pantai dan lepas pantai diperlukan bangunan-bangunan baik yang bersifat sementara maupun permanen seperti bagang, pemecah gelombang ...
Samdhani, Nur
core  

Statistical results upon obtaining the FSL with the corrected Byrne equation (FLAC3D) for FSL = 1.3 according to the Seed and Idriss model (1971) adapted by Boulanger and Idriss (2014).

, 2019
Statistical results upon obtaining the FSL with the corrected Byrne equation (FLAC3D) for FSL = 1.3 according to the Seed and Idriss model (1971) adapted by Boulanger and Idriss (2014).
Jose Luis Garcia Diez (7434968), Jesus Gonzalez Galindo (7434971), Antonio Soriano Peña (7434974)   +2 more
core   +1 more source

Statistical results when the FSL is obtained with the corrected Byrne equation (FLAC3D) for FSL = 1 according to the Seed and Idriss model (1971) adapted by Boulanger and Idriss (2014).

, 2019
Statistical results when the FSL is obtained with the corrected Byrne equation (FLAC3D) for FSL = 1 according to the Seed and Idriss model (1971) adapted by Boulanger and Idriss (2014).
Jose Luis Garcia Diez (7434968), Jesus Gonzalez Galindo (7434971), Antonio Soriano Peña (7434974)   +2 more
core   +1 more source

Landslide Failure Process Simulation with Automatic Remeshing in FLAC3D

IOP Conference Series: Earth and Environmental Science, 2021
Aiwu Cao, Weijiang Chu, Rongfu Wang, Jiayao Wu, Liuke Huang   +4 more
openaire   +1 more source

Coupling between TOUGH3 and FLAC3D

, 2020
Ernest Hardin, Branko Damjanac, Jason Furtney   +2 more
openaire   +2 more sources

Landslide identification based on characteristics of retaining wall fractures and rainfall stability analysis：A case study of fill slope in Zheng’an County, Guizhou Province

Zhongguo dizhi zaihai yu fangzhi xuebao
The deformation characteristics and mechanism of landslides are crucial for slope stability and slope failure warning. Significant deformation occurred in the retaining wall of a fill slope in Furongjiang Town, Zheng’an County, during the rainy season ...
Yuanyin ZHANG, Wen ZHAO
doaj   +1 more source