Analysis of Spatial–Temporal Evolution of Mining-Induced Fracture Field: A Case Study Using Image Processing in the Shaqu Coal Mine,China     

Cheng  Zhiheng  Liu  Biao  Zou  Quanle  Wang  Xin  Feng  Jicheng  Zhao  Zhiyan  Sun  Fulong 《Natural Resources Research》2020,29(3):1601-1615

Natural Resources Research - Mining-induced fracture plays a key role in gas drainage for gas burst-prone underground coal mines, especially for closely multilayered coal seams. The layout and...  相似文献   

Case history of controlling a landslide at Panluo open-pit mine in China     

Zuoan Wei  Guangzhi Yin  Ling Wan  Louyan Shen 《Environmental Geology》2008,54(4):699-709

Controlling of landsides safely and economically is a great challenge to mine operators because landslides are major geological problems especially in open-pit mines. In this paper, a case history at Panluo open-pit mine is presented in detail to share the experiences and lessons with mine operators. Panluo open-pit mine is located in the southwestern Fujian province of China. It is the largest open-pit iron mine in the Fujian province and was planned in 1965 and is in full operation from 1978. In July 1990, an earthquake of magnitude 5.3 in Taiwan Strait and big rainstorms impacted the mine slope, causing tension cracks and rather large-scale failures, and forming a U-shaped landslide. Total potential volume was estimated to be up to 1.0 × 10⁶ m³. This directly threatened the mine production. In order to protect the mine production and the dwellers’ safety around, a dynamic comprehensive method was implemented including geotechnical investigations, in-situ testing and monitoring, stability analysis, and many mitigation and preventive measures. These measures slowed down the development and further occurrence of the landslide. The results showed that the landslides were still active, it was slowed with the control measures and moved rapidly with rainfall and mining down. However, no catastrophic accidents occurred and the pit mining was continued till it was closed at the elevation of 887 m in 2000. As a successful case of landslide control at an open-pit mine for 10 years, this paper reports the controlling measures in details. These experiences of landslide control may be beneficial to other similar mines for landslide control.  相似文献   

市政项目中长距离顶管工程若干问题探讨     

杨转运 《岩土钻凿工程》2008,(1):102-106

顶管具有不可比拟的优越性,在市政项目中应用越来越广泛,但施工技术难度较大,长距离顶管是顶管工程中施工工艺最复杂课题之一。本文讨论了长距离顶管中易出现的技术问题及处理措施,指出顶管技术通过与精心细致、信息化施工相结合,可以广泛地应用于城市的基础建设中。  相似文献   

Fractal-like adsorption kinetics of Pb^2＋ in rocks   总被引：1，自引：0，他引：1  

Longjun Xu  Zhengguo Zhou  Chenglun Liu  Xuefu Xian 《中国地球化学学报》2008,27(2):126-129

The adsorption kinetics of Pb^2＋ in rocks has been studied using ion selective electrodes and atomic absorption spectrophotometer. The results showed that the adsorption process is a fractal-like reaction. The adsorption rate was relatively high before 30 minutes, and then dropped. The saturated adsorption capacity （a） of Pb^2＋ and kinetic parameters （b, a, D and k） increased with increasing initial concentrations of Pb^2＋. These parameters （except a） decreased while Na^＋ was present in the solution. Furthermore, the smaller the rocks were in grain size, the bigger these kinetic parameters would be, though the parameter a was almost constant.  相似文献   

Application of soft computing techniques for shallow foundation reliability in geotechnical engineering     

Rahul Ray  Deepak Kumar  Pijush Samui  Lal Bahadur Roy  A.T.C.Goh  Wengang Zhang 《地学前缘(英文版)》2021,12(1):375-383

This research focuses on the application of three soft computing techniques including Minimax Probability Machine Regression(MPMR),Particle Swarm Optimization based Artificial Neural Network(ANN-PSO)and Particle Swarm Optimization based Adaptive Network Fuzzy Inference System(ANFIS-PSO)to study the shallow foundation reliability based on settlement criteria.Soil is a heterogeneous medium and the involvement of its attributes for geotechnical behaviour in soil-foundation system makes the prediction of settlement of shallow a complex engineering problem.This study explores the feasibility of soft computing techniques against the deterministic approach.The settlement of shallow foundation depends on the parametersγ(unit weight),e0(void ratio)and CC(compression index).These soil parameters are taken as input variables while the settlement of shallow foundation as output.To assess the performance of models,different performance indices i.e.RMSE,VAF,R^2,Bias Factor,MAPE,LMI,U(95),RSR,NS,RPD,etc.were used.From the analysis of results,it was found that MPMR model outperformed PSO-ANFIS and PSO-ANN.Therefore,MPMR can be used as a reliable soft computing technique for non-linear problems for settlement of shallow foundations on soils.  相似文献   

Numerical simulations for coupled rock deformation and gas leak flow in parallel coal seams   总被引：3，自引：0，他引：3  

Peide Sun> 《Geotechnical and Geological Engineering》2004,22(1):1-17

Based on the new viewpoint of interaction mechanics for solid and gas, gas leakage in parallel deformable coal seams can be understood. That is, under the action of varied geophysical fields, the methane gas flow in a double deformable coal seam can be essentially considered to be compressible with time-dependent and mixed permeation and diffusion through a pore-cleat deformable, heterogeneous and anisotropic medium. From this new viewpoint, coupled mathematical models for coal seam deformation and gas leak flow in parallel coal seams were formulated and the numerical simulations for slow gas emission from the parallel coal seams are presented. It is found that coupled models might be close to reality. Meanwhile, a coupled model for solid deformation and gas leak flow can be applied to the problems of gas leak flow including mining engineering, gas drainage engineering and mining safety engineering in particular the prediction of the safe range using protective layer mining where coal and gas outbursts can efficiently be prevented. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   

Quantitative Analysis of Micro-structural Changes in a Bituminous Coal After Exposure to Supercritical CO2 and Water     

Zhang  Guanglei  Ranjith  P. G.  Perera  M. S. A.  Lu  Yiyu  Choi  Xavier 《Natural Resources Research》2019,28(4):1639-1660

Natural Resources Research - High-volatile bituminous coal samples were reacted in deionized water with supercritical CO2 (ScCO2–water) under simulated in situ pressure and temperature...  相似文献   

加权空-谱联合保持嵌入的高光谱遥感影像降维方法     

黄鸿  石光耀  段宇乐  张丽梅 《测绘学报》2019,48(8):1014-1024

高光谱遥感影像数据量大、波段数多，容易导致"维数灾难"。传统流形学习方法一般仅考虑其光谱特征，忽略了空间信息。为此提出一种非监督的基于加权空-谱联合保持嵌入（WSCPE）的维数约简算法。首先采用加权均值滤波（WMF）方法对高光谱影像进行滤波，以消除噪点和背景点的干扰。然后根据遥感影像地物分布的空间一致性，通过采用加权空-谱联合距离（WSCD）来融合像素点的光谱信息和空间信息，有效选取各像素点的空-谱近邻，并根据像素点与其空-谱近邻点之间的坐标距离来有区别的利用其近邻点进行流形重构，提取低维鉴别特征进行地物分类。在PaviaU和Indian Pines数据集上的分类结果表明，总体分类精度分别达到了98.89%和95.47%。该方法在反映影像内部流形结构的同时，有效融合了影像的空间-光谱信息，故能提高影像特征的鉴别性，并提升分类性能。  相似文献   

四川盆地焦石坝区块深部页岩力学特性试验研究     

汪虎  郭印同  张萍  王磊  侯振坤 《工程地质学报》2016,24(5):871-880

为深入研究不同埋深页岩储层的力学性质,对四川盆地焦石坝区块五峰-龙马溪组平行层理取心试样进行单轴压缩试验,总结了取样区段页岩试样的力学特性、强度规律以及破坏特征。实验及分析结果表明:该区块页岩呈现典型的脆性破坏特征,破坏形式以劈裂破坏为主、伴随部分或局部剪切破坏,并细分5种单轴压缩条件下的基本破坏形式;页岩抗压强度随埋深增加整体上呈现出两端低中间高的现象;随取心角度的增大,变形参数和抗压强度总体上均呈现出先增大后减小的趋势;对比分析了页岩试样力学参数的横向和纵向异性度,弹性模量和泊松比的横向及纵向异性度均在1.50附近,抗压强度的异性度显著高于弹性模量和泊松比的异性度;层理的影响是导致页岩强度及破坏方式差异性的主要原因之一,层理面在一定程度可以决定岩体的强度及破坏方式;水力压裂过程中,横向异性度大的层理面首先被打开,导致压裂通道沿层理面扩展,难以形成复杂裂缝网络,达不到理想的压裂效果,在施工过程中要避免此类层理面被打开。  相似文献   

Role of heterogeneities in jointing (fracturing) of geological media: Numerical analysis of fracture mechanisms     

《Comptes Rendus Geoscience》2018,350(8):452-463

Fracture process is investigated using finite-difference simulations with a new constitutive model. It is shown that both geometry and fracture mechanism itself depend on the preexisting heterogeneities that are stress concentrators. In the brittle regime (low pressure, P), Mode-I fractures propagate normal to the least stress σ₃ from the imposed weak zones. At high P, shear deformation bands are formed oblique to σ₃. At intermediate values of P, the fracture process involves both shear banding and tensile cracking and results in the initiation and propagation of pure dilation bands. The propagating band tip undulates, reacting on the failure mechanism changes, but its global orientation is normal to σ₃. The σ₃-normal fractures are joints. There are thus two types of joints resulting from Mode-I cracking and dilation banding, respectively. The obtained numerical results are in good agreement with and explain the results from previous similar experimental study.  相似文献