Application of artificial slope stability evaluation of improved response surface method in Donggang Power Plant

The study of artificial slope stability has been a key item of geological engineering projects． Though more evaluation methods are available,result of stability evaluation simulation does not explain the actual prob- lem owing to the diversified geological engineering factors and complexity． The author made a detailed study based on surveys of large amount of geological engineering research on Donggang Power Plant slope project,dis- cussed the comprehensive factors influencing the project,and gave analytical calculation and evaluation to the improved response surface of the slope project． The study result shows that the slope is stable,which can pro- vide scientific basis for designing the slope．     

Diagenesis characteristics and their influence on Porosity and Permeability of sandstone from Yingcheng Formation in Jinshan field

In order to understand the diagenesis and its influence on Porosity and Permeability of sandstones from Yingcheng Formation in Jinshan field,aPPlying thin sections,casting and scanning electron microsc...     

安徽省枞阳县高峰村同咀崩塌稳定性分析与评价

通过实地踏勘并辅以钻探等技术手段,对枞阳县高峰村同咀崩塌的边坡地形地貌、地层岩性、地质构造、水文地质条件、工程地质条件以及人类工程活动等条件进行调查,并在进行变形位移监测的基础上,对研究区崩塌灾害的发育特征、影响因素以及形成机制进行了分析,并采用极限平衡法对崩塌灾害的稳定性进行了评价。研究结果表明:2处崩塌灾害规模等级均属小型,破坏方式均为滑移式;影响因素主要包括人工切坡,钾长花岗岩强烈风化,构造裂隙、风化裂隙和卸荷裂隙发育和强降雨等; 2处崩塌在天然工况下处于基本稳定状态,在暴雨工况下处于欠稳定状态,需采取相关治理措施。依据分析评价结果对崩塌灾害治理提出了防治方案建议。     

滨州市海岸带工程地质特征分析

根据该次工程地质调查和钻探工作取得的大量数据,结合收集的钻孔资料,对研究区土体工程地质层进行了系统研究,并依据地层沉积年代、成因类型、地层结构、工程力学性质,对研究区陆域地表以下,海底以下50m深度范围内的土层进行分层研究,并对各层工程地质特征进行了分析,对区内软土分布范围、饱和砂土液化进行了综合研究,为滨州海岸带港口及重大工程规划建设提供系统的基础地质资料和决策依据。     

Research on the spatial structure of karst massif

Eight spatial structure types are determined through morphology, hydrogeology, hydrology and impulse response in karst districts, with the well studied Houzhai subterranean stream in Puding, Guizhou Province as a sample research area. These types contain peak-forest basin, peak-forest laterite platform, resurrected peak-forest basin, old peak-forest-funnel depression, peak-forest-funnel, peak-forest-funnel depression, peak-cluster valley and peak-forest-doline. In the area, each of them has its respective surface and subterranean structural feature, and morphology, hydrogeology, hydrology and impulse response as well. The difference of responses of subsurface system in different spatial structure types are obtained by time series analysis, frequency spectrum research and decline curve calculation of material current. According to the analysis of the aquifer feature, the upper reaches of suburfall stream is dominated by pipeline flow, the lower reaches is characterized by braided fissure flow drainage system and mixed characteristic exists in the middle reaches. The result of the impulse test shows that the large ascending range of stage in the test on swash condition is in fissure system. However, in pipeline type, especially in the subterranean stream where there is waterfall or incomplete fill of underground water, the ascending range of stage is one quantity level less than the impulse range of stage at some fissure types, showing that change range of stage can indicate the spatial structure characteristics of certain area upper the station. The main direction of karst geomorphic evolution there is positive course except in the west area. It can be seen that karst geomorphological evolution direction can change when discharge datum plane influences some part of a relatively large drainage. In certain time unit, the upper reaches are controlled by old datum plane and the lower reaches by new datum plane. Two opposite geomorphological evolution directions can exist in one drainage.     

Research on the spatial structure of karst massif

Eight spatial structure types are determined through morphology, hydrogeology, hydrology and impulse response in karst districts, with the well studied Houzhai subterranean stream in Puding, Guizhou Province as a sample research area. These types contain peak-forest basin, peak-forest laterite platform, resurrected peak-forest basin, old peak-forest-funnel depression, peak-forest-funnel, peak-forest-funnel depression, peak-cluster valley and peak-forest-doline. In the area, each of them has its respective surface and subterranean structural feature, and morphology, hydrogeology, hydrology and impulse response as well. The difference of responses of subsurface system in different spatial structure types are obtained by time series analysis, frequency spectrum research and decline curve calculation of material current. According to the analysis of the aquifer feature, the upper reaches of suburfall stream is dominated by pipeline flow, the lower reaches is characterized by braided fissure flow drainage system and mixed characteristic exists in the middle reaches. The result of the impulse test shows that the large ascending range of stage in the test on swash condition is in fissure system. However, in pipeline type, especially in the subterranean stream where there is waterfall or incomplete fill of underground water, the ascending range of stage is one quantity level less than the impulse range of stage at some fissure types, showing that change range of stage can indicate the spatial structure characteristics of certain area upper the station. The main direction of karst geomorphic evolution there is positive course except in the west area. It can be seen that karst geomorphological evolution direction can change when discharge datum plane influences some part of a relatively large drainage. In certain time unit, the upper reaches are controlled by old datum plane and the lower reaches by new datum plane. Two opposite geomorphological evolution directions can exist in one drainage.     

山东省沂源县大田庄石灰岩露天矿山地质环境治理工程探讨

以大田庄石灰岩矿区为例,从矿山地质环境问题、边坡稳定性分析、恢复治理方案、工程施工等方面对矿山地质环境治理工程进行分析探讨,最大限度地恢复原有生态环境和地形地貌景观,为同类型的矿山地质环境问题提供借鉴作用。通过矿山地质环境治理工程技术手段,解决废弃矿区遗留的地质环境问题,逐渐恢复当地生态环境。本次矿山环境治理将产生明显的社会效益、环境效益。     

Study of frequency domain full waveform inversion based on Huber norm and L-BFGS algorithm

Full waveform inversion( FWI)is a high resolution inversion method,which can reveal detailed in-formation of the structure and lithology under comPlex geological background. It is limited by many kinds...     

Geothermal occurrence analysis of Dongying Formation in Tanggu area of Tianjin

Based on introducing geological structure of Tanggu area, the authors analyzed the sedimentary environment of Paleogene Dongying Formation, and further analyzed its geothermal occurrence. The studied area spans two grade IV tectonic units which are Beitang depression and Banqiao depression. The studied area is mainly located in the Tanggu nose-like structure which is the secondary structure of Beitang depression. Its existence affects the sedimentary distribution of the part strata of Paleogene. The depositions of Dongying Ⅲ （ SQEd3 ） and Dongying Ⅱ （ SQEd2 ） are mainly delta front facies and lake sand bars which are propitious to the geothermal fluid enrichment. The favorable enrichment region of geothermal fluid is located in south Hetou- Tanggu. Most of Dongying Ⅰ （ SQEd1 ） changes into swamp plain deposition, only the northeast part of this area is the distributary riverway facies with developed sand layers. There is the favorable enrichment region of geothermal fluid. The hydraulic connection is weak among the geothermal reservoirs of Dongying Formation and its overlying Guantao and Minghuazhen formations. The underlying Shahejie Formation geothermal reservoir pro- vides a steady stream of fluid supply and ground pressure protection for Dongying Formation geothermal reservoir.     

An algorithm for multi-exponential inversion of T2spectrum in nuclear magnetic resonance

NMＲ logging can provide the permeability parameter and abundant stratigraphical information such as total porosity,oil,gas and water saturation,oil viscosity,etc． And these physical parameters can be ob- tained by T2spectrum inversion． NMＲ inversion is an important part in logging interpretation． The authors de- scribe a multi-exponential inversion algorithm,solid iteration redress technique (SIＲT),and apply the algo- rithm in real data and compare the results with those based on singular value decomposition (SVD)． It shows that SIＲT algorithm is easier to be understood and implemented,and the time spent in SIＲT is much shorter than that of SVD algorithm． And the non-negative property of T2spectrum is much easier to be implemented． It can match the results based on SVD very well． SIＲT algorithm can be used in T2spectrum inversion for NMＲ analysis．     

Types and Causes of Debris Flow Damage to Drainage Channels in the Wenchuan Earthquake Area

Debris flows are among the most common geological disasters in China,and have been particularly frequent in Sichuan Province since the Wenchuan earthquake on 12 May 2008.The construction of debris flow drainage channels is a countermeasure used to distribute debris flow fans,and these channels play a critical role in the mitigation and prevention of damage resulting from debris flows.Under field conditions,the useful life of drainage channels can be greatly shortened as a result of strong abrasions to the drainage structure caused by the debris flow.Field investigations have shown that the types of damage to drainage channels include（a） erosion caused by hyper-concentrated silt flow,（b） impact fractures and foundation scour at the groundsills of the drainage channel,（c） destruction of the drainage channel outlet,and（d） destruction of the drainage channel caused by debris flow abrasion.In addition,based on the destruction of the drainage channel during the debris flow drainage process,a new type of drainage channel with energy dissipation components was proposed and applied in a steep,narrow gully for debris flow mitigation.Moreover,design and engineering repair recommendations for drainage channels are provided as a reference for repairing the damage to the channel.The results can provide an important reference for the effective repair and optimal design of drainage channels.     

试论大型、超大型金矿金质来源的途径——以吉林和山东地区金矿为例

通过对吉林夹皮沟及山东上庄等金矿床成矿地质条件、循环流体、构造机制及高温、压模拟实验的分析,指出金质并非由某一地质时期的地质作用所产生,而是构造成矿系统的产物;金质并非直接来自某一类岩性,而是源于多层次循环流体对多类型围岩的萃取、勾通和混合;金质并不单纯取决于成岩成矿和物理化学作用,而是多层多类型构造机制数次应力作用的综合结果。     

崩塌地质灾害防治示范应用——以济南章丘北明村东崩塌点为例

济南市章丘区垛庄镇北明村东崩塌地质灾害点高差大、跨度长、危害对象多,于2021年7月发生过几次局部崩塌,造成多户房屋受损,给人民的生命财产安全造成了严重的危害。本文从崩塌发育现状着手,通过现场调查、岩土工程钻探、坑探揭露等手段对崩塌体特征进行了分析,从边坡岩土体特征内在条件和降雨、植物根劈等外在因素综合研究了地质灾害形成机理。按照Bishop法圆弧稳定分析,计算边坡稳定系数Fs=0.998<1.0,边坡属欠稳定状态。探讨了避让搬迁、工程治理、群测群防、自动监测等几种地质灾害防治对策,以期为类似地质灾害的治理提供参考。     

铜矿岭不稳定斜坡类型识别与工程地质分区

高速公(铁)路路基、隧道和桥梁工程等常常因地质灾害的存在而影响正常使用, 尤其是类型不明的不稳定斜坡, 明确地质灾害类型是影响不稳定体治理方案的首要任务。以宜巴高速公路铜矿岭不稳定斜坡为研究对象, 采用野外地质调查、工程地质分析和监测数据分析的方法, 判明了铜矿岭不稳定斜坡类型。野外调查结果表明该不稳定斜坡上部为残坡积物, 下部为反倾结构的粉砂岩; 结合位移监测数据, 判定该不稳定斜坡变形存在多个剪切滑移带, 但主要分布于松散堆积物内部, 综合判定该不稳定斜坡为深层蠕动变形体; 依据变形大小和变形方向变化特点, 最后将该变形体分为两个大区, Ⅱ区又可细分为2个小区, 并指出Ⅱ₂区是未来防治的关键部位。研究成果为该不稳定斜坡后续治理设计提供了地质依据, 证明传统的工程地质调查、分析与位移监测相结合是开展不稳定体类型判识, 确定边界范围的有效手段。      

RESEARCH ON THE SPATIAL STRUCTURE OF KARST MASSIF——Taking the Basin of the Houzhai Subterranean Stream in Puding Country for Example

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Experimental investigation on the relevance of mechanical properties and porosity of sandstone after hydrochemical erosion

Under the effect of chemical etching, the macroscopic mechanical properties, mesoscopic structure, mineral content, and porosity of rocks undergo significant changes, which can lead to the geological disasters; thus, an understanding of changes in the microscopic and macroscopic structure of rocks after chemical etching is crucial. In this study, uniaxial mechanical tests and nuclear magnetic resonance (NMR) spectroscopy were carried out on sandstone samples that had been previously subjected to chemical erosion under different pH values. The aim was to study changes in properties and mechanical characteristics, including deformation and strength characteristics, of the rock, and microscopic pore variation characteristics, and to perform preliminary studies of the chemical corrosion mechanism. Results show that different chemical solutions have a significant influence on the uniaxial compressive strength, the axial strain corresponding to the peak axial stress, elastic modulus, etc. With the passage of time, porosity increases gradually with exposure to different chemical solutions, and exposure to chemical solutions results in large changes in the NMR T2 curve and T2 spectrum area. Sandstone exposed to different chemical solutions exhibits different corrosion mechanisms; the root cause is the change of mineral.     

Application of principal component analysis to evaluation of black soil degradation in Jilin

Principal Component Analysis(PCA) can simplify the structure of database by replacing multi-dimensional parameters with relatively less comprehensive variables in order to ensure the minimum lost in initial data.In this paper,eighteen black soil samples from different sites were tested and thirteen distinctive indexes were chosen to evaluate the degeneration of black soil.By using principal component analysis,variables of thirteen dimensions can be diminished to six unrelated principal indexes.Analysis shows that the soluble salt content,Fulvic acids(FA) and aggregation degree have a high weighing coefficient,indicating these three indexes are the major parts for the evaluation of black soil degradation.It also provides a new path to the degenerated black soil treatment in Northeast China.     

临沂市城市地下空间资源地质调查评价研究

临沂市城市建设发展迅速,城市面貌日新月异,但高楼密集、交通拥挤等问题也逐渐显现出来,城市建设需要更多的空间,开发利用城市地下空间已是首要解决的问题。临沂市位于沂沭断裂带与临沂单斜、平邑-方城盆地多个地质单元的交会处,断裂构造发育,地震活动强烈,地质条件复杂,城市地下空间开发的影响因素众多,该文从水文及水文地质条件、工程地质条件、环境地质条件、人类工程活动等方面对临沂城市地下空间资源地质环境适宜性进行了分析研究,提出了其主要制约因素为极其发育的活动性断裂的看法,凡是活动性断裂对地下空间开发有影响的区域,均为地下空间资源开发制约区。评价结论对于提高城市发展格局、提高城市空间利用率、指导城市空间开发利用规划具有一定的参考意义。     

地下工程建设对岩溶水流场的影响及其修复

工程建设改变地下水流场危及建筑物的安全。以济南经十路沿线大型地下综合体为例, 通过数值模拟计算工程建设对地下水渗流场的影响, 并建立了地下水流场修复模型。结果表明: 地下空间结构会阻挡地下水运移, 地下水水位壅高造成地基承载力降低; 将地下工程设置导流措施后, 其迎水面水位随时间呈现衰减趋势, 且越接近天然状态水位衰减速率越慢; 因地层结构差异, 壅高水位基本回落的时间存在较大差异; 不同地质条件下流场修复所需导流井数量与导流几何体结构参数呈负相关关系, 所需导流井数量的预测方程反映了地质条件的复杂性和多变性。除导流几何体自身结构外, 围岩水力梯度与渗透系数对导水能力产生影响, 其中渗透系数大小制约导水速率的快慢, 水力梯度则控制导水行为的发生。导流措施的实施可减小工程建设对地下水环境的影响, 确保地下工程建设对水环境影响可控。      

Mechanism of colluvial landslide induction by rainfall and slope construction: A case study

The landslide hazards occurring in the complex geological genesis accumulation body are usually controlled by the coupling action of many internal and external factors. Therefore, this paper takes the dam-front Danbo accumulation body landslide of Yangfanggou hydropower station on the Yalong River as the geological prototype, and discusses the process and mechanism of slope stability degradation under the combined action of rainfall and slope construction. Based on the detailed understanding of the basic characteristics of the accumulation body, the development characteristics of the landslide and the construction situation of the slope engineering, the study conducted correlation analysis between rainfall and landslide displacement, the physical and mechanical tests of all types of rocksoil masses, and the numerical simulation testing of seepage field variation of the landslide section. It is found that the special slope structure and material composition of the old landslide accumulation layer on the upper part of the Danbo accumulation body are the internal factors for the occurrence of thrust loadinduced landslide, and the construction of the slope engineering not only creates free space conditions for sliding, but also provides channels for the infiltration of rainfall into the slope after confluence, which is an external factor that caused the mechanical properties of the sliding zone soil to gradually weaken from the trailing edge to the leading edge. The geomechanical model of such landslide is that the active section of the trailing edge produces the "source of force", the transition section of the middle section affects the occurrence of sliding, and the anti-sliding section of the leading edge controls the occurrence of landslide hazards. The results of this research provide not only a useful supplement to the theory of landslide formation mechanisms but also a scientific basis for guiding the prevention and control of similar hazards.