共查询到20条相似文献，搜索用时 656 毫秒
1.
宜昌斜坡区钻获南方复杂构造区下寒武统水井沱组、下震旦统陡山沱组高含气页岩，首次实现了古老层系页岩气重大发现，南华系-震旦系构造-沉积格局是认识盆地构造属性及古老页岩气富集的关键。基于前人的研究成果，开展了宜昌地区南华系-震旦系沉积岩石特征、地震资料分析。结果表明:宜昌及周缘存在克拉通内Ⅰ型(宜昌型)、克拉通边缘过渡区Ⅱ型(长阳型)断坳结构控制的沉积区类型。在经历了早期断陷、中期成冰、断坳转换及晚期坳陷4个演化阶段，断坳结构控制了陡山沱组及灯影组-水井沱组ⅠⅠ型台地边缘-斜坡和ⅠⅡ型台内洼地及Ⅱ型陆棚相沉积区，富有机质页岩相对发育。结论认为:Ⅰ型、Ⅱ型断坳结构发育区是陡山沱组-水井沱组自生自储页岩气的规模聚集区；Ⅰ型控制下灯影组旁生侧储边缘滩也是天然气聚集的有利场所。 相似文献
2.
Wenjuan ZHANG Li CHEN Ning QU Hai＇ an LIANG 《东北亚地学研究》2006,9(2):239-241
Landslide is one kind of geologic hazards that often happens all over the world.It brings huge losses to human life and property;therefore,it is very important to research it.This study focused in combination between single and regional landslide,traditional slope stability analysis method and reliability analysis method.Meanwhile,methods of prediction of slopes and reliability analysis were discussed. 相似文献
3.
Landslide is one kind of geologic hazards that often happens all over the world. It brings huge losses to human life and property; therefore, it is very important to research it. This study focused in combination between single and regional landslide, traditional slope stability analysis method and reliability analysis method. Meanwhile, methods of prediction of slopes and reliability analysis were discussed. 相似文献
4.
Uncertainty of slope length derived from digital elevation models of the Loess Plateau,China 总被引：2，自引：1，他引：1
Although many studies have investigated slope gradient uncertainty derived from Digital Elevation Models（DEMs）, the research concerning slope length uncertainty is far from mature. This discrepancy affects the availability and accuracy of soil erosion as well as hydrological modeling. This study investigates the formation and distribution of existing errors and uncertainties in slope length derivation based on 5-m resolution DEMs of the Loess Plateau in the middle of China. The slope length accuracy in three different landform areas is examined to analyse algorithm effects. The experiments indicate that the accuracy of the flat test area is lower than that of the rougher areas. The value from the specific contributing area（SCA） method is greater than the cumulative slope length（CSL）, and the differences between these two methods arise from the shape of the upslope area. The variation of mean slope length derived from various DEM resolutions and landforms. The slope length accuracy decreases with increasing grid size and terrain complexity at the six test sites. A regression model is built to express the relationship of mean slope length with DEM resolution less than 85 m and terrain complexity represented by gully density. The results support the understanding of the slope length accuracy, thereby aiding in the effective evaluation of the modeling effect of surface process. 相似文献
5.
现有的落石运动轨迹研究均将斜坡视为半无限均匀的坡面,而实际的工况下,坡面由不均一材料组成。根据落石不同的运动模式,将坡面简化为多层岩土体材料的结构形式,在滚动阶段,基于Hertz接触理论得到落石在不同坡面条件下运动特征,并给出坡面分层条件下落石切向摩擦系数的计算公式,在碰撞阶段,基于能量守恒定理,采用准静态接触力学理论得到法向恢复系数公式,理论推导得到任意层厚岩土体材料坡面条件下落石法向和切向恢复系数的解析解,然后求解得到碰撞后落石运动参数,并根据碰撞后落石的速度及回弹量关系,给出碰撞后落石运动模式转换的判别条件,最后结合运动学定理,得到3种运动模式任意分层坡面条件落石的运动轨迹,将理论公式应用于某山区落石运动轨迹预测,验证了理论公式的适用性和有效性。 相似文献
6.
Based on data from 22 sample plots and applying the Canonical Correspondence Analysis (CCA),this paper discusses the vegetation-environment relationships between the northern slope of Karlik Mountain and Naomaohu Basin,which is situated in the easternmost end of the Tianshan Mountains,Xinjiang Uygur Autonomous Region,China.For the zonal vegetation,community diversity of mountain vegetation is higher than that of the desert vegetation due to environmental factors.The CCA ordination diagram revealed that the composition and distribution of vegetation types are mainly determined by altitude,soil pH and soil salt content.With increasing elevation,the soil pH and total salt content decrease but the contents of soil organic matter,soil water,total nitrogen and total phosphorus increase gradually.In the CCA ordination diagrams,the sample plots and main species can be divided into five types according to their adaptations to the environmental factors.Type I is composed of desert vegetation distributed on the low mountains,hills,plains and deserts below an elevation of 1900 m;type II is distributed in the mountain and desert ecotone with an elevation of 1900-2300 m,and includes steppe desert,desert steppe and wetland meadow;type III is very simply composed of only salinized meadow;type IV is distributed above an elevation of 2300 m,containing mountain steppe,meadow steppe,subalpine meadow and alpine meadow;type V only contains salinized meadow.The results show that with increasing elevation,species combination changes from the xerophytic shrubs,semi-shrubs and herbs distributed in the low altitude zone with arid climate to the cold-tolerant perennial herbs growing in the high altitudinal zone with cold climate. 相似文献
7.
This paper presents a study on the gravity-induced rock slope deformation observed along the Nujiang River in China. We performed a comprehensive field investigation and analysis to identify the deformation pattern of the slope and its triggering factors. Moreover, a geological-evolutionary model was developed, and it considers the effects of river incision and rock mass degradation caused by weathering and simulates the mechanisms underlying the initiation and progression of the slope deformation. The results support the proposed failure mechanism in which fractures within the slope are induced by rock mass degradation caused by weathering. Importantly, the modeling reveals that compressional deformation at the toe of the slope results in a tensile failure in the upper portion of the slope, demonstrating that the rock mass in the slope toe is the key factor inducing slope deformation. This analysis of slope deformation and its spatial and temporal correlations with rock weathering and river incision reveal the main triggering factors that control the evolution of the studied slope and provide insights into the deformation process. 相似文献
8.
Yuanqin Xu Lejun Liu Hang Zhou Baoqi Huang Ping Li Xiudong Ma Feiyin Dong 《中国海洋大学学报(英文版)》2018,17(1):147-155
In this paper, we take DLW3101 core obtained at the top of the canyon(no landslide area) and DLW3102 core obtained at the bottom of the canyon(landslide area) on the northern continental slope of the South China Sea as research objects. The chronostratigraphic framework of the DLW3101 core and elemental strata of the DLW3101 core and the DLW3102 core since MIS5 are established by analyzing oxygen isotope, calcium carbonate content, and X-Ray Fluorescence(XRF) scanning elements. On the basis of the information obtained by analyzing the sedimentary structure and chemical elements in the landslide deposition, we found that the DLW3102 core shows four layers of submarine landslides, and each landslide layer is characterized by high Si, K, Ti, and Fe contents, thereby indicating terrigenous clastic sources. L1(2.15–2.44 m) occurred in MIS2, which is a slump sedimentary layer with a small sliding distance and scale. L2(15.48–16.00 m) occurred in MIS5 and is a debris flow-deposited layer with a scale and sliding distance that are greater than those of L1. L3(19.00–20.90 m) occurred in MIS5; its upper part(19.00–20.00 m) is a debris flow-deposited layer, and its lower part(20.00–20.90 m) is a sliding deposition layer. The landslide scale of L3 is large. L4(22.93–24.27 m) occurred in MIS5; its upper part(22.93–23.50 m) is a turbid sedimentary layer, and its lower part(23.50–24.27m) is a slump sedimentary layer. The landslide scale of L4 is large. 相似文献
9.
太东斜坡区为松辽盆地大庆长垣向三肇凹陷倾没的单倾斜坡.利用岩心、测井和地震等资料,研究葡萄花油层油藏类型和油水分布规律.结果表明:斜坡区油平面受4条近南北向"断层带"分割,具有东西分带特征,且受源外油源供给不足和油东西向运移影响,自东向西单一"断阶带"含油性逐级变差;油垂向分布受沉积演化和优势输导通道控制表现为"双峰"特征,主要分布在葡萄花油层中部;油藏类型主要为东南倾斜坡背景下的近南北向断层与北西向河道砂体匹配形成的断层—岩性油藏.在油水分布规律研究的基础上,结合单一圈闭内断层与单砂体匹配样式,提出源外斜坡区油聚集机制受构造部位、优质储层、断层封闭性和断层与砂体匹配样式控制,即单一"断阶带"高点控制油气聚集部位;浅水三角洲水下分流河道和河控席状砂构成油气优质储层;断层侧向封闭性影响油气垂向富集高度和平面"互补"特征;断层与单砂体匹配样式决定油气富集层位. 相似文献
10.
Slope farmland is an important component of farmland resources in China. The utilization and change of slope farmland have significant effects on ecosystems, and understanding the impact of slope farmland change on ecosystem services(ESs) is critical for effective land utilization and ecosystem protection. This study aims to analyze slope farmland changes in China between 2000 and 2020 and quantify the impact of these changes on ESs by the use of a land use dynamic attitude study, and an ecosyst... 相似文献
11.
Improvement of pseudo-static method for slope stability analysis 总被引：2，自引：0，他引：2
traditional In this paper, two drawbacks pseudo-static method （vertical of the slice method） in the slope stability evaluation have been studied. First, the sliding mass is divided into vertical slices according to this method, which is irrational to some extent in the seismic design of slope. Second, only peak ground acceleration （PGA） is considered, and the effects of shaking frequency and duration on slope stability are neglected. And then, based on the theory of elastic wave and the summarized geological model, this paper put forwards an improved method of pseudo-method by using the theory of elastic wave and Hilbert-Huang transform. The improved pseudostatic method gives reasonable considerations to the time-frequency effects of seismic wave and its rationality has been verified by the shaking table test. This method can evaluate the safety of a slope, the happening time and the scale of landslides. At the same time, this method also can improve the high accuracy of the evaluation of the safety of the slope. 相似文献
12.
Degradation of slopes due to shallow landslide and the subsequent erosional processes are a big challenge on the application of soil bioengineering techniques; that is the use of plants as main structural components of a slope protection and conservation system. An optimal application of soil bioengineering techniques should include not only the technical factor of plants as structural components but also the ecology of species and the plant adaptations to disturbances, which is crucial if a longterm successful slope restoration system is intended. Ferns are a dominant understory vegetation species in the forest of Japan, but its characteristics and influences on the recovery of shallow landslide scars have not been fully studied yet. This study aims to find out the ecological characteristics of fern species through the calculation of ecological indicators and the quantification of the morphological features of specimens growing on disturbed and non-disturbed forest slopes in Japan. Gleichenia japonica was found as the vegetation species with biggest ecological indicators on both slopes. The analysis of morphological characteristics of the specimens growing on both sites showed that the development of the specimens is focused in below-ground characteristics. The pull-out force of Gleichenia japonica root system as an indicator of ecological adaptation to a constraint environment and morphological characteristics quality is influenced by height and root length according to the principal component analysis. The eco-morphological characteristics of species can be used as an indicator of an optimal element in soil bioengineering establishment for slope conservation proposes. The long and fibrous root system could be placed on forest roads, steep or small slopes where space limitation is an issue for the establishment of bigger species and if the slope conditions allow it, it can control soil losses due to rainfall and provide stability. 相似文献
13.
软硬互层结构的顺层岩质边坡破坏类型复杂、难于防治, 针对此类边坡地质灾害易发、多发的问题, 从坡面角度、岩层倾向及组合形式、节理分布等方面进行了研究。边坡物理模型试验是揭示边坡变形破坏机理的重要手段, 基于相似理论, 以重庆市万州区孙家滑坡为工程依托, 根据滑坡区地质勘探报告设计了室内边坡物理模型试验; 试验通过顶升模型箱模拟重力加载来探究顺层岩质边坡发生破坏时, 前缘坡角和软弱夹层倾角之间的关系; 结合有限元分析软件Plaxis 2D对物理模型进行了多组数值模拟试验, 以验证软硬互层顺层岩质边坡破坏机制。试验结果表明: 对于顺层岩质边坡, 当软弱夹层的倾角在22°左右, 前缘开挖坡角58°左右时, 顺层岩质边坡容易发生滑动, 滑动面为后缘节理面和软弱夹层的贯通面。因此, 顺层岩质边坡稳定性受层面和节理面密度的控制, 当边坡含多层软弱层面时, 易沿层面和后缘节理贯通面发生破坏, 随着软弱面层数增加, 边坡稳定系数逐渐降低。研究成果可以为公路开挖切坡导致的顺层岩质边坡失稳机理研究及其稳定性评价提供理论依据, 为顺层岩质边坡失稳的预测预报提供支撑。 相似文献
14.
《东北石油大学学报》2016,(6)
为认识准噶尔盆地阜东斜坡区侏罗系层序地层及沉积体系展布,根据层序地层学理论,综合地震、测井、录井及岩心资料,并结合各层序井—震联合标定,对准噶尔盆地阜东斜坡区侏罗系进行层序地层划分,建立层序地层格架。结果表明:在该地区共识别3个二级层序界面和5个三级层序界面,划分7个三级层序;二级层序界面对应侏罗系顶、底界面及西山窑组沉积末期;三级层序自下而上对应八道湾组下段、八道湾组上段、三工河组、西山窑组、头屯河组、齐古组及喀拉扎组地层;根据层序地层结构特征,将7个三级层序分为二分层序、三分层序和四分层序3种类型。该地区沉积相类型主要包括扇三角洲、辫状河三角洲、曲流河三角洲、辫状河—曲流河和湖泊相,其中辫状河三角洲相是主要沉积相类型。SQ1—SQ6层序格架内,沉积相演化依次表现为扇三角洲(八道湾组,即SQ1—SQ2)—辫状河三角洲(三工河组,即SQ3)—曲流河三角洲(西山窑组,即SQ4)—辫状河—曲流河(头屯河组,即SQ5)—曲流河(齐古组,即SQ6)的演化序列,整体上侏罗系形成一套正旋回,粒度自下而上由粗逐渐变细。综合分析各层序地层特征及沉积体系展布规律,为寻找优质储集砂体、确定有利勘探方向提供重要证据。 相似文献
15.
Discontinuous slope failures and pore-water pressure variation 总被引：1，自引：1，他引：0
Field experiments were conducted under artificial rainfalls to investigate the processes of soil failures on slope. It is found that the failures were temporally discontinuous and spatially discrete, with a wide range of magnitudes, accompanied by variations of soil moisture and pore-water pressure. Specifically, the experiments indicate that soil failures are more likely to occur on slope with high content of fine particles; the pore-pressure varies in response to soil failures in that the failures evidently affect the pore of the underlying soil. Migration of fine particles from upper to lower part of the slope also impacts the pore-water pressure variations in the slope profile. It is concluded that soil heterogeneity has a significant effect on variation in pore-water pressure, and fine particles transportation influences the building of pore-water pressure, as well as the mass depth, initial porosity, which is key to understanding the spatial characteristics of slope failures. 相似文献
16.
No matter from the perspective of slope protection, landscape effect and construction cost, or from the perspective of ecological benefit, the development of original ecological tridimensional vegetation has become the inevitable trend for slope vegetation in pursuit of protecting ecological condition, decreasing soil erosion, maintaining ecological balance and beautifying environment of slope. The concept of original ecological tridimensional slope vegetation is proposed in this paper, and the original ecological tridimensional slope vegetation is studied through theoretical analysis and experiments. Specifically, the mechanical effect of slope vegetation in reinforcing the cohesion and shear strength of soil mass is firstly discussed, and then experiments are performed to study the water interception and containing function of slope under various vegetation conditions. Moreover, the relation between soil moisture and cohesion, the relation between root distribution density and cohesion, and the relation between root distribution density and soil shear strength are also studied based on experiments. Finally, based on field observation, the soil erosion states of slope under various vegetation conditions are comparatively studied. It is found that the original ecological tridimensional slope, which combines grass,shrub and tree, can generate comprehensive slope protection effects, and hence strengthen the slope protection ability and bring multiple slope protection benefits. Thereby, the theoretical foundation for developing original ecological tridimensional slope vegetation is established. 相似文献
17.
玛西斜坡区百口泉组储层孔隙结构特征及控制因素分析 总被引：2，自引：2，他引：0
《东北石油大学学报》2015,(2)
以近源粗粒扇三角洲为研究对象,根据铸体薄片观察与扫描电镜图像分析,结合压汞测试特征分析与岩心精细观察描述,识别准噶尔盆地玛湖凹陷西斜坡区下三叠统百口泉组砂砾岩储层孔隙喉道类型,拟合孔隙结构渗流系数,划分孔隙结构类型,分析孔隙结构的控制因素.结果表明:粒内溶孔、残余粒间孔、微裂隙及晶间孔是研究区的主要孔隙类型;渗流通道以片状喉道为主;百一段结构渗流系数较大,主要发育Ⅰ类和Ⅱa类孔隙结构,储集性能最好,百二段的次之,百三段的较差;研究区储层原生孔隙结构主要受岩相控制,优质孔隙结构主要发育于槽状交错层理砾岩相和同级颗粒支撑砾岩相;研究区储层处于中成岩阶段B,压实作用和溶蚀作用分别为破坏和建设储层孔隙结构后生变化的主要成岩作用.该研究结果为预测研究区有利储层分布、下一步勘探部署提供地质依据. 相似文献
18.
Interest in rock slope stability in mountainous regions has increased greatly in recent years.This issue has become a topic of major interest for geoscientists and engineering professionals,as well as for private citizens and local administrators,in many parts of the world.This paper evaluates the stability of seven rock slopes along the KamyaranMarivan tourist road,Kurdistan province,Iran,using various methods.The two main reasons for performing this research were to determine whether different methods of stability analysis provide the same results,and to determine how different factors such as the presence of water,tension cracks,and seismic forces affect the stability of these rock slopes.Firstly,field investigations were performed to obtain the engineering characteristics of the rock masses,discontinuities,and intact rocks of the slopes.Secondly,laboratory tests were carried out on rock samples obtained from the slopes,to determine the engineering properties of the intact rocks.Then for each rock slope,the contour diagram of discontinuities and slope face was drawn in the Dips v.5.1 software environment,and the failure mechanism was determined based on the kinematic or stereographic method.Next,the factors of safety of the rock slopes were calculated using the limit equilibrium method,based on the failure mechanisms resulting from the kinematic method.The accuracy of the results obtained by these two methods was investigated using SWedge v.4.0 software.The results indicated that four rock slopes have a potential for plane,wedge,and toppling failure,and three others are stable.Also,it was found that the stability of the studied rock slopes decreases greatly in the presence of water,tension cracks,and seismic forces. 相似文献
19.
The authors analyzed the engineering geological characteristics of the slope of the study area (K75+840-K76+340). Two typical cross-sections have been chosen to analyze the failure modes after the excavation of the highway. Different types of the failure modes have been calculated and analyzed. The results show that some dealing methods have been advised to ensure the stability of the slopes. 相似文献
20.
风险分析与评估是解决边坡固有不确定性的重要工具, 但同时考虑外在荷载和内在岩土力学参数的不确定性, 对边坡进行系统定量风险分析的研究较少。以西藏扎拉水电站厂后倾倒变形边坡为例, 基于场地地震峰值加速度概率密度函数和不同地震峰值加速度下边坡失稳概率拟合函数, 采用数值积分计算了边坡在设计基准期的失稳概率, 并采用离散元方法对边坡失稳后的影响范围进行了数值模拟, 在此基础上进行了承灾体易损性分析及定量风险计算, 最后采用ALARP准则进行了风险评价。研究表明, 考虑地震危险性条件下, 扎拉水电站厂后倾倒变形边坡在50 a设计基准期内失稳概率为0.061 9;边坡对水电站地面厂房存在较大威胁, 相应财产风险为5 482万元; 根据ALARP准则, 边坡风险处于不可接受区, 需采取措施防范或规避风险。研究成果对于边坡治理工程决策及风险管理具有指导意义。 相似文献