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1.
邓鹏海  刘泉声  黄兴 《岩土力学》2023,(5):1512-1529
底鼓是深埋高应力软岩隧道常遇灾害,现有底鼓力学机制忽略了隧道开挖导致的围岩应力释放、应力转移和应力集中现象,仅对初始地应力状态进行了分析。因此,鉴于有限元-离散元耦合数值方法(finite-discrete element method,简称FDEM)在模拟岩体材料弹塑性连续变形和断裂失效非连续变形以及破碎块体接触方面的优越性,采用FDEM数值模拟方法研究了隧道底板渐进破裂碎胀大变形演化机制,并研究了地应力侧压系数、围岩体抗拉强度和底板位置对底鼓机制的影响。结果表明:(1)隧道底板底鼓力学机制为围岩的破裂碎胀性大变形,可简述为隧道开挖导致径向应力降低、切向应力升高,当升高的切向应力超过岩体强度时便产生共轭剪切破裂并伴随拉伸断裂,最大切向应力不断向深处完整围岩演化直至与岩体强度达到极限平衡状态,剪切裂隙也随之不断向深处扩展,深部块体推挤浅部块体向隧道空间移动并产生大量空隙,发生体积膨胀现象,造成底鼓灾害;(2)根据地应力侧压系数和围岩体抗拉强度的不同,可归纳出5类不同的底板破坏模式,但都可归结为由于最大切向集中应力造成的破裂碎胀性大变形。修正了原有底鼓力学机制未考虑应力释放、转移和集中等...  相似文献   

2.
含软弱夹层深部软岩巷道稳定性研究   总被引:3,自引:0,他引:3  
杨建平  陈卫忠  郑希红 《岩土力学》2008,29(10):2864-2870
随着能源开采由浅部向深部发展(>700 m),深部软岩巷道在高地应力下的变形破坏及其合理加固技术成为影响资源安全开采的重要因素。结合国投新集刘庄矿深部软岩及其软弱结构面的力学特性试验成果,提出软弱夹层的破坏准则及其损伤演化模型,并将其应用于含软弱夹层的深部软岩巷道围岩稳定性分析,研究不同支护方案下的围岩变形特性、破损区以及软弱夹层的离层和破坏情况,提出了合理的加固技术参数。  相似文献   

3.
陈旭光  张强勇  李术才  梅宇 《岩土力学》2013,34(11):3291-3298
通过轮廓法追踪岩石裂纹扩展轨迹,将其嵌入ABAQUS扩展有限元(EFE)平台,对单轴压力下裂隙试件受压过程进行了模拟验证,裂纹起裂扩展效果良好。以此为平台,将推导得到的弧形裂纹应力强度因子嵌入其中,以最大周向拉应力准则为开裂准则,认为当其大于岩体断裂韧度时,硐室围岩体内初始裂纹将开始扩展。在此基础上,以发现分区破裂现象的圆形隧道模型试验为背景开展了分区破裂的数值模拟试验。模拟结果发现,深部巷道围岩出现了3~4层破裂分区,证实深部巷道围岩存在分区破裂现象。将数值模拟结果与模型试验完成后模型围岩破坏状态对比,发现二者破裂区分布特征基本一致。数值模拟结果表明,EFEM方法在处理复杂岩体裂纹问题方面的有效性。  相似文献   

4.
通过三轴压缩试验得到不同围压下形成的含单一贯通破裂面大理岩试样,用自制的夹具对试样进行"水泥注浆"和"锚杆+注浆"两种方式加固后再次在原加载破坏围压下进行三轴压缩试验,结合激光扫描和电镜扫描手段,分析了注浆和锚杆对大理岩破裂面的加固效果和作用机制。试验结果表明,注浆加固的黏结作用使开裂大理岩破裂面产生黏聚力,而锚杆的抗剪和抗拉效应能进一步提高加固大理岩破裂面的强度;注浆加固和锚注加固大理岩破裂面的峰值剪应力对应的剪切位移基本相等,表明锚杆只有发生了一定的剪切变形时,其抗剪和法向加载效应才能发挥。最后,以摩尔-库仑强度准则为基础,建立了表面粗糙程度较低且充填度大于1的锚注加固大理岩破裂面的抗剪强度公式。与试验结果的对比表明,该公式较为合理,可为深部硬岩工程围岩支护优化提供参考。  相似文献   

5.
深部破碎软岩巷道围岩稳定性分析及控制   总被引:1,自引:0,他引:1  
何富连  张广超 《岩土力学》2015,36(5):1397-1406
针对深部破碎软岩巷道围岩稳定性控制难题,以邢东矿-980车场巷道为研究对象,采用现场调研、数值模拟、井下试验及现场观测等方法分析围岩变形破坏特征,揭示其破坏机制,针对性地提出了以高强锚杆密集支护、新型喷层结构护表、滞后注浆加固为主体的多层次锚喷网注联合支护系统,详细阐明了具体支护措施的围岩控制机制,并用数值方法分析了锚杆间距、喷层厚度对于围岩应力场和位移场的影响规律。研究表明:(1)随着锚杆间距减小(0.7 m→0.3 m),锚杆承压拱和喷层结构的承载能力呈幂函数增长趋势,锚固区围岩压应力呈线性增长趋势,围岩变形量明显降低;(2)随着喷层厚度增大,喷层结构承载能力近似线性增长,锚固区围岩压应力亦呈增长趋势,各部位围岩位移量显著降低;(3)当喷层厚度达到200 mm时,非锚固区内围岩大部分处于压应力状态,拉应力区大幅减少。基于上述研究,结合现场地质、生产条件确定试验巷道围岩支护方案,并进行现场应用。工程实践表明,多层次锚喷网注联合支护技术可有效控制深井破碎软岩巷道围岩大变形,实现深井巷道围岩的稳定性控制。  相似文献   

6.
贾宏俊  王辉 《岩土力学》2015,36(4):1119-1126
深部软岩巷道承受高地应力作用,导致围岩产生流变大变形是影响其安全稳定的重要因素。以阳煤一矿西大巷工程为例,分析软弱围岩变形破坏机制;建立能够反映工程地质状况及初始设计方案的有限元模型,以现场监测变形数据和钻孔窥视围岩变形破坏深度为基础,反演获取围岩力学参数和蠕变参数。提出适合软弱流变岩体的可缓冲渐变式双强壳体支护方法,即根据围岩破坏情况进行分层注浆加固,并在最外部架设可缩性U型钢支架,形成可变形缓冲层。建立新型支护方案的有限元模型,利用围岩反演参数预测围岩变形情况,并通过与现场监测数据对比分析,验证了所提支护方案的有效性。  相似文献   

7.
深部高应力软岩动压巷道加固技术研究   总被引:18,自引:1,他引:17  
方新秋  何杰  何加省 《岩土力学》2009,30(6):1693-1698
为解决深部软岩高应力动压巷道维护的技术难题,针对孔庄矿-620软岩大巷处高应力区、受上方7335水采工作面、8331综采工作面采动以及断层影响的特征,分析其破坏状况和因素,模拟研究了采动影响前后大巷变形规律,掌握大巷应力状态变化规律及影响区域,提出大巷加固思想,优化加固方案,确定了合理加固参数。研究成果表明,采用锚网索喷+锚注联合支护技术,利用新型专利注浆锚杆,对大巷周围2 m范围注浆,能够有效控制大巷变形。进行井下工业性试验,通过注浆前后围岩力学性质对比、实摄及矿压观测手段检测,结果表明-620大巷变形破坏得到了有效的控制。  相似文献   

8.
煤矿深部巷道破裂围岩非线性大变形及支护对策研究   总被引:3,自引:0,他引:3  
刘泉声  卢兴利 《岩土力学》2010,31(10):3273-3279
针对淮南矿区顾北煤矿-648 m水平南翼回风大巷围岩处于破裂状态,且表现出强烈非线性力学现象的特点,采用离散元计算软件UDEC,分析其变形破坏过程及非线性大变形机制,并在此基础上提出应用分步联合支护的技术方案进行支护,进而通过数值模拟与现场监控量测相结合的方法进行分析验证。结果表明,破裂围岩开挖后的变形破坏过程是一个渐近发展的过程,局部关键块体的垮落或滑移是导致其他部位失稳和巷道产生非线性大变形的主要原因;分步联合支护技术能实现巷道的长期稳定性,是一种有效控制深部巷道破裂围岩非线性大变形的支护型式。  相似文献   

9.
基于岩体破坏准则和Hoek-Brown曲线分析了软岩巷道围岩的受力特征。结合山脚树煤矿的实例,选择中空注浆锚索巷道支护方案,模拟了高应力深部软岩巷道支护形式。研究结果表明:结合经济效益和支护效果,2.3m长的锚杆支护效果最好,且能节约巷道围岩支护的成本。同时随着巷道支护锚杆的长度逐步减小,深部高应力软岩巷道的最大竖向位移和变形也在逐渐增加。  相似文献   

10.
为研究深部回采巷道围岩大变形破坏规律,在地质力学评估及矿压显现特征实测的基础上,采用真三轴相似模拟方法,模拟了不同加载梯度下巷道围岩应变特征。结果显示,在浅埋静水压力条件下,巷道围岩呈现“浅部拉应变、深部零应变”的特征;深埋静水压力及初掘采动应力下巷道围岩出现“径向应变拉压交替分布”现象;当采动应力集中系数大于2时,深埋巷道围岩应变进入非线性大应变状态。采用FLAC3D的应变软化模型与摩尔-库仑模型,对比研究了深部回采巷道围岩位移、塑性区分布规律。结果表明,应变软化条件下,巷道围岩产生拉、压分区破坏且软化后的围岩位移与实测结果更吻合。综合研究结果,揭示了深部回采巷道围岩拉、压分区的产生机制,初步提出了注浆、喷层等措施,防止过度应变软化引起深部回采巷道围岩大变形,为类似巷道稳定性控制提供了一定的参考。  相似文献   

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南秦岭下地壳组成及岩石圈的拆离俯冲作用   总被引:3,自引:3,他引:3       下载免费PDF全文
根据新提供的Pb同位素组成及岩石地球化学研究成果,本文进一步证实了位于北秦岭北界的明港地区发育的早中生代安山玄武质火山角砾岩岩筒所携带的下地壳捕虏体属于南秦岭。所恢复的南秦岭下地壳剖面自下而上为:底侵成因的变辉长岩-基性麻粒岩(其中含有榴辉岩及辉石岩的透镜体)-酸性麻粒岩。秦岭造山带总体的岩石因模型为:南秦岭(扬子块体)向北拆离俯冲,北秦岭地壳向华北仰冲,华北岩石因呈楔状插入秦岭造山带,拆离面约在中、下地壳之间。南秦岭俯冲岩片延伸的范围在平面上有可能达到400km。  相似文献   

13.
青藏高原综合观测研究站的回顾与展望   总被引:1,自引:1,他引:0  
赵林  郭东信 《冰川冻土》1998,20(3):287-292
中国科学院青藏高原综合观测研究站从1988年建站到1998年以来,在各个方面均取得了长足的发展,横向生产性项目的开展和完成不仅解决了部队和地方的实际问题,而且缓和了观测研究站在运行过程中所面临的经费严重不足的问题,同时也为我所冻土专业研究人员提供了在生产中实践的机会,在基础理论研究方面,承担了国家攀登计划项目,国家基金项目,中国科学院重点项目和中国科学院冰冻圈专项项目等的研究工作,在多年冻土变化,  相似文献   

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15.
铀钍的地球化学及对地壳演化和生物进化的影响   总被引:10,自引:2,他引:8  
本文论述了在含挥发份和贫挥发份条件下U、Th的迁移行为及其对地球和行星演化的影响,并阐述了造成地球独特地质演化历史的原因。提出了U、Th在地球中的迁移模式以及该模式对地壳形成、演化的控制作用和对生物发展演化的可能影响。  相似文献   

16.
In his last lifetime essay, “A Few Words about the Noosphere”, Academician V.I. Vernadsky (1944) wrote that all living organisms on the planet, including man, are integral to the biosphere of the Earth, its material and energy structure and cannot be physically independent of it even for a minute. However, the substrate that generates all living beings and is no less tightly bound to the biosphere has always been characterized by a significant geochemical heterogeneity, traced both in the vertical and in the lateral structure of all geospheres.
The present work is devoted to three most important aspects of modern geochemistry and biogeochemistry:
  • — evolution of the ecological and geochemical state of the environment under conditions of a virgin (anthropogenically untouched) biosphere;
  • — structural features of the geochemical organization of the modern noosphere;
  • — specificity of the interaction of living matter with the environment under increasing anthropogenic load.
On the basis of theoretical concepts of biogeochemistry and geochemical ecology, formulated in the works of V.I. Vernadsky, A.P. Vinogradov, A.E. Fersman, B.B. Polynov, A.I. Perel’man, M.A. Glazovskaya, V.V. Kovalsky, E. Odum, B. Commoner, E.I. Kolchinskii and others, the author puts forward a hypothesis that there exist two qualitatively different stages in the evolution of the biosphere.The first stage is recognized as the period of natural evolution of the biosphere during which it evolves successively into a more complex and more biogeochemically specialized object. In the course of the geological time, this constantly results, on the one hand, in an increase in species diversity and the perfection of individual species, and, on the other hand, to directed improvement and a greater differentiation of the geochemical conditions of the environment. At this stage, the evolution of all systems of the biosphere that were controlled by the mechanisms of self-organization and self-regulation resulted in the establishment of a dynamic equilibrium, which was responsible for the cycling of all essential chemical elements and therefore providing ecologically optimal geochemical conditions in all ecological niches and for all species and biocenoses inhabiting the biosphere at any given moment.The beginning of the second stage is related to the appearance of reason and qualitative changes in the biosphere caused by the goal-directed activity of the human mind, as an entirely new geological force that appeared to be able not only to disrupt the functioning of natural mechanisms of self-regulation and selforganization, but also to transform the environment in the intersts of a single biological species, Homo sapiens. A direct consequence of this change was the uncontrolled transformation of the natural environment, during which the primary structure (geochemical background) created in the course of billions of years was eventually superimposed by a qualitatively new layer of anthropogenically-derived chemical elements and compounds, thus building an interference pattern of a new geochemical field with which practically all modern living organisms are now forced to interact.An outstanding feature of the new evolutionary stage of the natural environment, called by Vernadsky the noosphere, is that biogeochemical changes at this stage proceed at a rate which exceeds that required for the living matter to adapt to these changes. The result is the disruption of the existing parameters of the biological cycle, leading to the emergence of a significant number of endemic diseases of geochemical nature.The proposed approach was used to prove the anthropogenic genesis of existing geochemical endemic diseases and explain the mechanisms of their appearance. In addition, this approach allowed us to develop a new methodology for mapping zones of ecological and geochemical risk and noticeably simplify the procedure of monitoring distribution and prevention of all diseases of geochemical nature.  相似文献   

17.
The experimental variogram computed in the usual way by the method of moments and the Haar wavelet transform are similar in that they filter data and yield informative summaries that may be interpreted. The variogram filters out constant values; wavelets can filter variation at several spatial scales and thereby provide a richer repertoire for analysis and demand no assumptions other than that of finite variance. This paper compares the two functions, identifying that part of the Haar wavelet transform that gives it its advantages. It goes on to show that the generalized variogram of order k=1, 2, and 3 filters linear, quadratic, and cubic polynomials from the data, respectively, which correspond with more complex wavelets in Daubechies's family. The additional filter coefficients of the latter can reveal features of the data that are not evident in its usual form. Three examples in which data recorded at regular intervals on transects are analyzed illustrate the extended form of the variogram. The apparent periodicity of gilgais in Australia seems to be accentuated as filter coefficients are added, but otherwise the analysis provides no new insight. Analysis of hyerpsectral data with a strong linear trend showed that the wavelet-based variograms filtered it out. Adding filter coefficients in the analysis of the topsoil across the Jurassic scarplands of England changed the upper bound of the variogram; it then resembled the within-class variogram computed by the method of moments. To elucidate these results, we simulated several series of data to represent a random process with values fluctuating about a mean, data with long-range linear trend, data with local trend, and data with stepped transitions. The results suggest that the wavelet variogram can filter out the effects of long-range trend, but not local trend, and of transitions from one class to another, as across boundaries.  相似文献   

18.
共和盆地层状地貌系统与青藏高原隆升及黄河发育   总被引:1,自引:0,他引:1       下载免费PDF全文
利用卫星遥感影像,结合实地调查和测年结果,对共和盆地层状地貌系统进行了解译、分析。研究表明,共和盆地层状地貌系统由山麓剥蚀面、洪积扇面、盆地面以及黄河阶地面构成,其空间结构、物质组成对发生于早更新世早期的青藏运动C幕和中更新世末期的共和运动反映清晰。青藏运动C幕使青藏高原主夷平面在高原差异性隆升中彻底解体,垂直变形量高达1700m。共和运动使黄河在0.11Ma进入共和盆地,其后黄河平均以3.5mm/a的侵蚀速率下切盆地,同时在盆地边部的山前古冲洪积扇以大致相近的速率被抬升,最终导致高差在2000m左右的层状地貌系统的出现。  相似文献   

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The tectonic evolution of the Arctic Region in the Mesozoic and Cenozoic is considered with allowance for the Paleozoic stage of evolution of the ancient Arctida continent. A new geodynamic model of the evolution of the Arctic is based on the idea of the development of upper mantle convection beneath the continent caused by subduction of the Pacific lithosphere under the Eurasian and North American lithospheric plates. The structure of the Amerasia and Eurasia basins of the Arctic is shown to have formed progressively due to destruction of the ancient Arctida continent, a retained fragment of which comprises the structural units of the central segment of the Arctic Ocean, including the Lomonosov Ridge, the Alpha-Mendeleev Rise, and the Podvodnikov and Makarov basins. The proposed model is considered to be a scientific substantiation of the updated Russian territorial claim to the UN Commission on the determination of the Limits of the Continental Shelf in the Arctic Region.  相似文献   

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