Instability identification on large scale underground mined-out area in the metal mine based on the improved FRBFNN

To identify the instability on large scale underground mined-out area in the metal mine effectively,the parameters of radial basis function were determined through clustering method and the improved fuzzy radial basis function neural network(FRBFNN)model of instability identification model about large scale underground mined-out area in the metal mine was built.The improved FRBFNN model was trained and tested.The results show that the improved FRBFNN model has high training accuracy and generalization ability.Parameters such as pillar area ratio,filling level and the value of rock quality designation have strong influence on instability of large scale underground mined-out area.Correctness of analysis about the improved FRBFNN model was proved by the practical application results about instability discrimination of surrounding rock in large-scale underground mined-out area of a metal mine in south China.

Residual subsidence time series model in mountain area caused by underground mining based on GNSS online monitoring

The residual subsidence caused by underground mining in mountain area has a long subsidence duration time and great potential harm,which seriously threatens the safety of people's production and life in the mining area.Therefore,it is necessary to use appropriate monitoring methods and mathematical models to effectively monitor and predict the residual subsidence caused by underground mining.Compared with traditional level survey and InSAR(Interferometric Synthetic Aperture Radar)technology,GNSS(Global Navigation Satellite System)online monitoring technology has the advantages of long-term monitoring,high precision and more flexible monitoring methods.The empirical equation method of residual subsidence in mining subsidence is effectively combined with the rock creep equation,which can not only describe the residual subsidence process from the mechanism,but also predict the residual subsidence.Therefore,based on GNSS online monitoring technology,combined with the mining subsidence model of mountain area and adding the correlation coefficient of the compaction degree of caving broken rock and the Kelvin model of rock mechanics,this paper constructs the residual subsidence time series model of arbitrary point on the ground in mountain area.Through the example,the predicted results of the model in the inversion parameter phase and the dynamic prediction phase are compared with the measured data sequence.The results show that the model can carry out effective numerical calculation according to the GNSS monitoring data of any point on the ground,and the model prediction effect is good,which provides a new method for the prediction of residual subsidence in mountain mining.

Influence of underground space development mode on the groundwater flow field in Xiong’an new area

The degree and scale of underground space development are growing with the continuous advancement of urbanization in China.The lack of research on the change of the groundwater flow field before and after the development of underground space has led to various problems in the process of underground space development and operation.This paper took the key development zone of the Xiong’an New Area as the study area,and used the Groundwater modeling system software(GMS)to analyse the influence on the groundwater flow field under the point,line,and surface development modes.The main results showed that the underground space development would lead to the expansion and deepening of the cone of depression in the aquifer.The groundwater level on the upstream face of the underground structure would rise,while the water level on the downstream face would drop.The“line”concurrent development has the least impact on the groundwater flow field,and the maximum rise of water level on the upstream side of the underground structure is expected to be approximately 3.05 m.The“surface”development has the greatest impact on the groundwater flow field,and the maximum rise of water level is expected to be 7.17 m.

Planning and construction of Xiong’an New Area(city of over 5 million people):Contributions of China’s geologists and urban geology

China established Xiong’an New Area in Hebei Province in 2017,which is planned to accommodate about 5 million people,aiming to relieve Beijing City of the functions non-essential to its role as China’s capital and to expedite the coordinated development of the Beijing-Tianjin-Hebei region.From 2017 to 2021,the China Geological Survey(CGS)took the lead in multi-factor urban geological surveys involving space,resources,environments,and disasters according to the general requirements of“global vision,international standards,distinctive Chinese features,and future-oriented goals”in Xiong’an New Area,identifying the engineering geologic conditions and geologic environmental challenges of this area.The achievements also include a 3D engineering geological structure model for the whole area,along with“one city proper and five clusters”,insights into the ecology and the background endowment of natural resources like land,geothermal resources,groundwater,and wetland of the area before engineering construction,a comprehensive monitoring network of resources and environments in the area,and the“Transparent Xiong’an”geological information platform that is open,shared,dynamically updated,and three-dimensionally visualized.China’s geologists and urban geology have played a significant role in the urban planning and construction of Xiong’an New Area,providing whole-process geological solutions for urban planning,construction,operation and management.The future urban construction of Xiong’an New Area will necessitate the theoretical and technical support of earth system science(ESS)from various aspects,and the purpose is to enhance the resilience of the new type of city and to provide support for the green,low-carbon,and sustainable development of this area.

Numerical analysis of stability for mined-out area in multi-field coupling

There were differences between real boundary and blast hole controlling boundary of irregular mined-out area in underground metal mines. There were errors in numerical analysis of stability for goaf, if it was analyzed as regular 3D mined-out area and the influence of coupling stress-seepage-disturbance was not considered adequately. Taking a lead zinc mine as the background, the model was built by the coupling of Surpac and Midas-Gts based on the goaf model precisely measured by CMS.According to seepage stress fundamental equations based on the equivalent continuum mechanical and the theory about equivalent load of dynamic disturbance in deep-hole blasting, the stability of mined-out area under multi-field coupling of stress-seepage-dynamic disturbance was numerically analyzed. The results show that it is more consistent between the numerical analysis model based on the real model of irregular 3D shape goaf and the real situation, which could faithfully reappear the change rule of stress–strain about the surrounding rock under synthetic action of blasting dynamic loading and the seepage pressure. The mined-out area multi-field coupling formed by blasting excavation is stable. Based on combination of the advantages of the CMS,Surpac and Midas-Gts, and fully consideration of the effects of multi-field coupling, the accurate and effective way could be provided for numerical analysis of stability for mined-out area.

Numerical simulation for influence of excavation and blasting vibration on stability of mined-out area

Dynamic analysis steps and general flow of fast lagrangian analysis of continua in 3 dimensions(FLAC3D) were discussed. Numerical simulation for influence of excavation and blasting vibration on stability of mined-out area was carried out with FLAC3D. The whole analytical process was divided into two steps, including the static analysis and the dynamic analysis which were used to simulate the influence of excavation process and blasting vibration respectively. The results show that the shape of right upper boundary is extremely irregular after excavation, and stress concentration occurs at many places and higher tensile stress appears. The maximum tensile stress is higher than the tensile strength of rock mass, and surrounding rock of right roof will be damaged with tension fracture. The maximum displacement of surrounding rock is 4.75 mm after excavation. However, the maximum displacement increases to 5.47 mm after the blasting dynamic load is applied. And the covering area of plastic zones expands obviously, especially at the foot of right upper slope. The analytical results are in basic accordance with the observed results on the whole. Damage and disturbance on surrounding rock to some degree are caused by excavation, while blasting dynamic load increases the possibility of occurrence of dynamic instability and destruction further. So the effective supporting and vibration reducing measures should be taken during mining.

Quantitative analysis of biotechnical reinforcement for a steep slope consisting of composite coal-gangue-soil medium adjacent to a mined-out area

The engineering and geological characteristics of a steep slope consisting of coal gangue, rock and soil medium in Huating coal mine have been comprehensively investigated. Owing to humid weather, heavy rainfall, vegetation and porous characteristics of the soil and rock mass, the steep slope will be destabilized and induce mud-rock flow or derive hazard easily. Firstly, based on the classical slope reinforcement theory, some regularity between the shear and displacement in the destabilized zone of the slope with or without root strength contribution is presented. Then, based on the experimental and statistical analysis of root strength, hydrological characteristics and stability status, etc., some possible biotechnical techniques for reinforcement of the steep slope have been suggested. These methods are important for quantitative analysis of destabilization of the slope and design of the biotechnical reinforcement.

Time function of surface subsidence based on Harris model in mined-out area

The surface subsidence is a common environmental hazard in mined-out area. Based on careful analysis of the regularity of surface subsidence in mined-out area, we proposed a new time function based on Harris curve model in consideration of the shortage of current surface subsidence time functions. By analyzing the characteristics of the new time function, we found that it could meet the dynamic process, the velocity change process and the acceleration change process during surface subsidence. Then its rationality had been verified through project cases. The results show that the proposed time function model can give a good reflection of the regularity of surface subsidence in mined-out area and can accurately predict surface subsidence. And the prediction data of the model are a little greater than measured data on condition of proper measured data quantity, which is safety in the engineering. This model provides a new method for the analysis of surface subsidence in mined-out area and reference for future prediction, and it is valuable to engineering application.

Discussion on applying an analytical method to optimize the anti-freeze design parameters for underground water pipelines in seasonally frozen areas

Adopting the quasi-three-dimensional （Quasi-3D） numerical method to optimize the anti-freeze design parameters of an underground pipeline usually involves heavy numerical calculations. Here, the fitting formulae between the safe con-veyance distance （SCD） of a water pipeline and six influencing factors are established based on the lowest water temper-ature （LWT） along the pipeline axis direction. With reference to the current widely used anti-freeze design approaches for underground pipelines in seasonally frozen areas, this paper first analyzes the feasibility of applying the maximum frozen penetration （MFP） instead of the mean annual ground surface temperature （MAGST） and soil water content （SWC） to calculate the SCD. The results show that the SCD depends on the buried depth if the MFP is fixed and the variation of the MAGST and SWC combination does not significantly change the SCD. A comprehensive formula for the SCD is estab-lished based on the relationships between the SCD and several primary influencing factors and the interaction among them. This formula involves five easy-to-access parameters： the MFP, buried depth, pipeline diameter, flow velocity, and inlet water temperature. A comparison between the analytical method and the numerical results based on the Quasi-3D method indicates that the two methods are in good agreement overall. The analytic method can be used to optimize the anti-freeze design parameters of underground water pipelines in seasonally frozen areas under the condition of a 1.5 safety coefficient.

On area-specific underground research laboratory for geological disposal of high-level radioactive waste in China

Underground research laboratories （URLs）, including ＂generic URLs＂ and ＂site-specific URLs＂, are un- derground facilities in which characterisation, testing, technology development, and/or demonstration activities are carried out in support of the development of geological repositories for high-level radioactive waste （HLW） disposal. In addition to the generic URL and site-specific URL, a concept of ＂areaspecific URL＂, or the third type of URL, is proposed in this paper. It is referred to as the facility that is built at a site within an area that is considered as a potential area for HLW repository or built at a place near the future repository site, and may be regarded as a precursor to the development of a repository at the site. It acts as a ＂generic URL＂, but also acts as a ＂site-specific URL＂ to some extent. Considering the current situation in China, the most suitable option is to build an ＂area-specific URL＂ in Beishan area, the first priority region for China＇s high-level waste repository. With this strategy, the goal to build China＇s URL by 2020 mav be achieved, but the time left is limited.

Utilization Plan of Underground River in Dry Area

Groundwater from underground rivers is one of the potential raw water sources in the karst area.Research to exploit the potential sources of water from underground rivers in karst areas is very important.Utilization of water resources should be based on technique,environmental and social conditions.The problems are to find the groundwater river flows,to design a well installation,to determine the feasibility,and to manage the water use.Analysis of the results of geological mapping,topography,geophysical measurements,drilling,pipeline and electrical survey,and pumping tests produce the feasibility of the water utilization.Geoelectric data indicates there is a saturated zone at a depth of about 70-90 m from the surface.Well construction is implemented by using a 83 m PVC(Polyvinyl Chloride)pipe and a 15 m screen length.The groundwater level remains stable even though it has been pumped with a maximum discharge of 5 liters/sec.Based on the elevation difference from topographic mapping results,the number of booster pumps can be calculated.Utilization of water from underground rivers can overcome the problem of water shortage in dry area.

关闭/废弃矿井抽水蓄能开发利用现状与进展

探索清洁能源发展的创新途径是实现我国“双碳”目标的重要推动力。为解决大规模可再生能源电力供应不稳定的难题,新型电力系统的提出与加速成长促进了抽水蓄能电站的建设与发展,但生态保护与地形等因素制约了传统抽水蓄能电站发展。关闭/废弃矿井,由于具有丰富的地下空间及水资源,可创新性地开发抽水蓄能并延长矿区的经济寿命,降低对环境与经济的负面影响。为助力建立适合我国国情的废弃矿井抽水蓄能利用模式和管理体系,通过文献分析法综述了国内外废弃矿井抽水蓄能技术研究与应用进展。详细阐述了关闭/废弃矿井抽水蓄能技术原理、分类及其优缺点;总结了关闭/废弃矿井抽水蓄能电站利用模式,并在前人研究基础上对选址要素进行了修订;梳理了关闭/废弃矿井改建抽水蓄能电站的水-气两相流动特性、水泵水轮机工况特性、地下空间围岩稳定性及地下蓄水空间体积测算等的研究现状,明确了水泵-水轮机关键技术、地下空间稳定性控制关键技术等亟待解决的技术难题。此外,对关闭/废弃矿井抽水蓄能相关的生态与环境保护、市场需求与经济效益、政策与法规等研究成果进行了广泛的文献综述。发展关闭/废弃矿井地下空间抽水蓄能技术可为我国井下空间资源利用提供思路,为保障国家能源安全与经济社会高质量发展提供新途径。

我国沿海地区城市洪(潮)涝成因及应对策略——以深圳市为例

沿海地区受地理位置、全球气候变化和城市化快速发展等影响,城市洪(潮)涝灾害频发,已成为影响我国沿海地区城市公共安全的突出问题,严重制约经济社会可持续健康发展。根据城市水文循环过程,综合考虑致灾因子、孕灾环境和承灾体等,将沿海地区城市洪(潮)涝成因概括为“先天不足—后天变化”两个方面,并以深圳市为例进行了深入分析。在此基础上,从提高防洪(潮)和排涝能力,协调防洪、除涝、排水标准,科学规划城市发展,充分考虑地下空间竖向设计,全面加强流域统一管理5个方面提出沿海地区城市洪(潮)涝应对策略,为沿海地区城市防洪(潮)、除涝工程体系建设和城市洪(潮)涝风险管理提供支撑。

基于三维地质模型的西咸新区地下空间开发适宜性评价

地下空间开发地质适宜性评价是合理进行地下空间开发、降低开发地质风险的重要手段。传统的评价方法没有考虑地下空间复杂的垂向变化,因而无法满足越来越精确的地下空间规划要求。本文以西咸新区沣东沣西为例,结合该区地质地貌背景、工程地质特征、水文地质条件、不良地质作用以及地下空间开发现状等特点,建立地下空间开发地质适宜性评价因子体系;利用三维精细化剖分的评估单元为载体,综合使用多种三维空间分析方法从多要素地质模型中定量或定性提取各项指标,运用层次分析法模型开展研究区地下空间开发适宜性评价。评价结果表明:研究区60m以浅地下空间开发利用条件优越,总体适宜开发建设。浅层空间易受文物保护区、地面水体、活动断裂影响,中层空间受城市建成区既有设施及地下构筑物影响较大,深部地下空间主要受断裂影响。该方法能够精细刻画地下空间在垂向上的差异,评估过程与结果能够立体透明化表达,能够定性、定量地为地下空间开发利用提供辅助决策,以达到资源保护优先、协同开发的开发利用格局。

地下大空间变工作区贴附送风空气分布特性

针对地下大空间环控系统能耗大以及实际中空调控制区改变的问题,在贴附送风的基础上提出适用地下大空间的变工作区贴附送风。采用数值模拟的方法,首先进行正交实验研究了等温工况下导流板与墙壁间的缝隙宽度、射流特征厚度、矩形柱跨度对流量比的影响程度大小,并通过量纲分析得出流量比q关于缝隙宽度与射流特征厚度之比x/δ_(0.5)间的关系式,即导流板的流量分配规律;其次将变工作区贴附送风与混合通风、柱壁贴附送风的空气分布特性进行了比较,研究结果显示,相比于另外两种送风方式,变工作区贴附送风可有效降低呼吸区的空气龄,并具有更好的节能效果。

安全疏散视角下的地下商业空间垂直疏散体等候区设计参数研究

阐述垂直疏散体的定义,通过分析地下商业空间的空间类型、平面布局与流线得到典型平面,探究垂直疏散体等候区面积与疏散效率的关系以及取值范围,为工程实践与地下空间疏散理论研究提供数据支撑。

银川城市地下空间开发的地质安全风险分析

城市地下空间受地质环境的影响和制约,评价地质环境的安全成为地下空间开发的先导问题。结合银川市地下空间资源调查和区划,选择了地震(活动断裂和场地地震效应)、砂土液化、富水砂卵石层、地基承载力和地表载荷等因素作为评价因子,在分别确定各要素空间分布的基础上,进行了单因素的地质风险分析;采用层次分析和乘积标度相结合的方法,进行银川市地下空间开发的多因素地质安全风险综合评价。结果表明:银川市地下空间开发的最主要制约因素是地震和砂土液化;地质风险的强风险区面积最小,占总面积的4.10%,中风险区面积占19.69%,弱风险区面积最大,占41.07%,低风险区占35.13%。这为银川市地下空间开发建设等提供地质参考。

综合电参数在采煤地区拟建城市区地质结构识别及其评价研究

贵州黔西北地区煤矿资源丰富,因煤矿开采导致城市地下地质结构变化从而引发安全问题。城市地下空间是城市未来发展的重要增长极,拟建城市规划区地下空间地质结构的识别及评价工作极为重要。文中提出基于电场理论、采空区氧化还原环境及煤区地质规律,综合电阻率、电流、自然电位等多个电参数对采煤区拟建城市区地质结构快速识别的方法,并对强风化层、老窑采空区、煤矿采空区等地质结构特征进行评价。取得成果与实地踏勘、已有工程一致,可为城区建设场地地质灾害危险性评价和地下空间开发利用提供重要依据。该方法具有无损、高效、绿色、低成本等优势,值得进一步研究推广。

沿海厚覆盖区城市地下空间资源调查评价与应用——以上海为例

上海作为典型沿海松散层厚覆盖区,其地质环境条件复杂且脆弱,面临基底稳定性、地质结构变化、软土变形、地下水、饱和砂土等问题,严重影响城市地下空间资源的安全开发与利用。借助物探、钻探、原位测试、室内试验、建模等多方法与技术,系统研究厚覆盖区地下空间地质结构和地质参数特征、多源数据地质建模、地下空间资源量评价、地下空间地质风险评估等关键技术与方法.