Results 91 to 100 of about 3,569 (218)

Distribution Characteristics of Stress Sources and Surrounding Rock Structure Control Techniques of Gob‐Side Entry Driving in Extra‐Thick Coal Seam

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
To address the challenges of surrounding rock control caused by complex stress sources and intense ground pressure in gob‐side entry driving (GED) with narrow coal pillars under extra‐thick coal seams, this study takes the 10 m‐thick coal seam 8204 panel of Tashan Coal Mine as the engineering background.
Dongjie Jiang   +6 more
wiley   +1 more source

Analysis of Deep Foundation Pit Pile-Anchor Supporting System Based on FLAC3D

open access: yes, 2022
Relying on a deep foundation pit project in Beijing, using FLAC3D three-dimensional finite-difference software simulation combined with displacement monitoring data verification method, the deep foundation pit excavation and three-pile and two-anchor rod
Yongshuai Sun, Zhiming Li
core   +1 more source

Застосування FLAC3D моделі для комп’ютерного моделювання механізму деформування стального рамного кріплення, яке задане явним профілем [PDF]

open access: yes, 2016
Purpose. The problem of simulating steel frame irreversible deformation and displacement remains unsolved. The purpose of this research was to develop a new approach to simulation of frame yield support. Methods. We used combination of different methods,
Nazymko, V.   +3 more
core   +1 more source

Coal mining collapse analysis of total caving method based on FLAC3D and UAV aerial surveying

open access: yes地质科技通报
Objective Total caving coal mining in the upper reaches of the Yellow River in Inner Mongolia has resulted in large areas of subsidence, causing frequent ecological and environmental problems on the surface.
Zhimin WANG   +5 more
doaj   +1 more source

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

open access: yes, 2019
Statistical results of the FSLs obtained with the 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)   +2 more
core   +1 more source

An experience of FLAC3D use during entry stability investigation

open access: yes, 2015
Описано досвід використання пакету FLAC3D для геомеханічного моделювання зрушень масиву навколо підготовчої виробки в складних гірничо-геологічних та гірничотехнічних умовах. Пакет враховує початковий стан системи, має великий набір моделей міцності, які
Назимко, В.В.
core  

ANALYSIS OF THE ARMPS DATABASE USING FLAC3D; A PILLAR STABILITY COMPARISON FOR ROOM AND PILLAR COAL MINES DURING DEVELOPMENT

open access: yes, 2015
Designing a safe and economical mining activity is the main goal of every mine design engineer. With the rise of computer modeling in mine design there is a need for a standardized method to use geologic characterization of rocks in engineering design ...
Soltani, Ali
core   +1 more source

Revival Deformation Mechanism of Hefeng Landslide in the Three Gorges Reservoir based on FLAC3D Software

open access: yes, 2011
Based on groundwater flow equation and static equilibrium equations, coupling model of seepage and stress field of Hefeng landslide was built by FLAC3D software, and then revival deformation mechanism was analyzed.
Zhu, Dapeng   +7 more
core   +1 more source

地震动频谱特性对黄土斜坡地震响应的影响

open access: yesDizhen xuebao
基于西吉、海原和固原的野外调查资料建立了典型斜坡场地概化数值模型,通过选择合理动力人工边界,探究地震动频谱特性对黄土斜坡地震响应的影响。结果表明:① 斜坡加速度受地震动输入频率影响较大,在输入不同频率地震动时,不同监测点加速度峰值放大系数呈现不同变化趋势,同时,速度和位移受地震动输入频率影响较大,各监测点的峰值速度和峰值位移随频率的变化趋势一致;② 低频是诱发斜坡失稳的关键频段,高频振动下斜坡不易发生失稳破坏,斜坡对低频地震波存在放大作用,对高频地震波具有一定的“滤波”作用;③ 随着高程的增加 ...
Xuechen Sun   +5 more
doaj   +1 more source

Numerical Investigation of Effective Parameters on the Tunnel - Canal Interaction (A Case Study: Tabriz Line 2 Urban Subway) [PDF]

open access: yesAnalytical and Numerical Methods in Mining Engineering
Tunneling in urban areas is more prone to vulnerable problems that may threaten life safety or cause urban infrastructure disasters. Tunneling parameters such as face pressure, are the important controlling aspects that can avoid disasters or cause some,
Meysam Naghizadeh Safa   +4 more
doaj   +1 more source

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