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1.
On the role of subducting oceanic plateaus in the development of shallow flat subduction 总被引：2，自引：0，他引：2
Oceanic plateaus, aseismic ridges or seamount chains all have a thickened crust and their subduction has been proposed as a possible mechanism to explain the occurrence of flat subduction and related absence of arc magmatism below Peru, Central Chile and at the Nankai Trough (Japan). Their extra compositional buoyancy could prohibit the slab from sinking into the mantle. With a numerical thermochemical convection model, we simulated the subduction of an oceanic lithosphere that contains an oceanic crustal plateau of 18-km thickness. With a systematic variation, we examined the required physical parameters to obtain shallow flat subduction. Metastability of the basaltic crust in the eclogite stability field is of crucial importance for the slab to remain buoyant throughout the subduction process. In a 44-Ma-old subducting plate, basalt must be able to survive a temperature of 600–700 °C to keep the plate buoyant sufficiently long to cause a flat-slab segment. We found that the maximum yield stress in the slab must be limited to about 600 MPa to allow for the necessary bending to the horizontal. Young slabs show flat subduction for larger parameter ranges than old slabs, since they are less gravitationally unstable and show less resistance against bending. Hydrous weakening of the mantle wedge area and lowermost continent are required to allow for the necessary deformation of a change in subduction style from steep to flat. The maximum flat slab extent is about 300 km, which is sufficient to explain the observed shallow flat subduction near the Nankai Trough (Japan). However, additional mechanisms, such as active overthrusting by an overriding continental plate, need to be invoked to explain the flat-slab segments up to 500 km long below Peru and Central Chile. 相似文献
2.
针对地球动力学研究中的板壳力学模型的分层问题,根据等效原则, 给出了用各分层弹性参数和厚度表示的中性面位置、折合抗弯刚度和等效弹性参数。结合实际地壳受横向和侧向力作用时产生的弯曲形变和应力,具体介绍了用这种折算模量的方法去求解地壳中的应力、应变状态, 并通过比较等效应力与各分层应力的差异, 阐明了岩石力学性质的不同对各圈层应力的影响作用。研究进一步表明,来自地壳深部的垂直向上的力是造成上部地壳伸展类构造的重要因素之一。 相似文献
3.
盾构隧道管片衬砌的平板壳-弹性铰-地基系统模型 总被引：8，自引：3，他引：5
从Reissner-Mindlin板单元入手,研究了盾构隧道管片衬砌结构之间的连接特征及土层与管片衬砌结构的共同作用,提出了盾构隧道管片衬砌结构的平板壳-弹性铰-地基系统模型,在此基础上研制了相应的有限元计算程序。该模型考虑了管片衬砌本身的弯曲、剪切和薄膜作用,考虑了纵向接缝在正负弯矩作用下的转动刚度差异和环向结缝对结构刚度的削弱作用,以及土层与衬砌结构的共同作用。能解决盾构隧道管片衬砌结构的三维受力分析,并能计算出结构的内力和变形,弥补了二维计算模型的某些不足。验证了程序的可靠性,最后给出了工程算例的三维计算分析结果。 相似文献
4.
Deformation within the Earth's lithosphere is largely controlled by the rheology of the rock. Fracture and faulting are characterized by elastic rheologies with brittle mechanisms, while folding and flow are characterized by plastic and/or viscous rheologies due to ductile mechanisms. However, it has been recognized that deformation that resembles ductile behavior can be produced within the confines of the brittle lithosphere. Specific examples are folds that form in the shallow crust, steep hinges at subduction zones that are accompanied by seismicity, and large-scale deformation at plate boundaries. In these cases, the brittle lithosphere behaves elastically with fracture and faulting yet produces ductile behavior. In this paper, we attempt to simulate such ductile behavior in elastic materials using continuum damage mechanics. Engineers utilize damage mechanics to model the continuum deformation of brittle materials. We utilize a modified form of damage mechanics that represents a reduction in frictional strength of preexisting fractures and faults. We use this empirical approach to simulate the bending of the lithosphere under the application of a constant moment.We use numerical simulations to obtain elastostatic solutions for plate bending and where the longitudinal stress at a particular node exceeds a yield stress, we apply damage to reduce Young's modulus at the node. Damage is calculated at each time step by a power-law relationship of the ratio of the yield stress to the longitudinal stress and the yield strain to the longitudinal strain. This results in the relaxation of the material due to increasing damage. To test our method, we apply our damage rheology to an infinite plate deforming under a constant bending moment. We simulate a wide range of behaviors from slow relaxation to instantaneous failure, over timescales that span six orders of magnitude. Using this method, stress relaxation produces elastic-perfectly plastic behavior in cases where failure does not occur. For cases of failure, we observe a rapid increase in damage leading to failure, analogous to the acceleration of microcrack formation and acoustic emissions prior to failure. The changes in the rate of damage accumulation in failure cases are similar to the changes in b-values of acoustic emissions observed in triaxial compression tests of fractured rock and b-value changes prior to some large earthquakes. Thus continuum damage mechanics can simulate the phenomenon of ductile behavior due to brittle mechanisms as well as observations of laboratory experiments and seismicity. 相似文献
5.
为了研究山区急倾斜煤层开采上覆岩层的弯曲变形规律,建立了上覆岩层弯曲变形的力学模型,运用弹性力学中的薄板弯曲理论,推导了上覆岩层弯曲挠度的预计公式,利用此公式对上覆岩层的弯曲挠度进行了计算。研究结果表明:(1)由于山区急倾斜煤层覆岩的线性荷载的作用,岩板的弯曲挠度曲线不再具有对称性,岩板弯曲挠度的最大值偏向于岩板倾斜的下山方向;(2)岩板弯曲挠度随着采深的增大而增大,岩板弯曲挠度最大值出现的位置逐渐由下山方向向采空区中点移动,但是最大挠度出现的位置不会越过采空区中点而位于倾斜岩板的上山方向;(3)岩板弯曲挠度随着山地倾角的增大而增大,岩板挠度最大值出现的位置距离采空区中点越来越远;(4)岩板弯曲挠度随着煤层倾角的增大而减小,岩板弯曲挠度最大值出现的位置距离采空区中点越来越远。 相似文献
6.
基于地下水的不同类别及其特性,分析了包气带水、潜水以及承压水的影响及其预防措施。分析表明,对于包气带水和潜水其影响主要是引起基坑渗流,通过打隔水桩截断之即可收到很好的效果;对于承压水其影响主要是引起基坑突涌,分析了传统降水法（明沟排水、深井排水等）的效果及其存在的弊端。在新方法的研究中,基于球形颗粒理想化最松散堆积模型,研究了弹性条件下饱和土的力学特性。研究表明,基坑的破坏主要有两种方式,弯矩破坏和剪力破坏。利用材料力学原理分别计算出其最小隔水厚度hmin^s、hmin^w,理论分析表明,只要通过增设压板改变最大弯矩的值可以使hmin^s、hmin^w降到hmin。 相似文献
7.
为合理计算抗滑桩桩间挡土板的内力与变形,采用弹性力学理论分析了桩间土拱效应,计算确定出土拱的平面形态呈中间凸起而两侧略微凹陷的曲线特征,在此基础上,引入Drucker-Prager强度准则以考虑中间主应力影响分析三维土拱效应,通过桩间土体的屈服函数分析确定了沿竖向变化的水平土拱矢高,进而计算出因桩间局部塌落拱的产生而作用于挡土板上的土压力,并按空间土压力分布模式与矩形简支板模型计算挡土板。实例分析结果表明,本文方法和数值模拟得到的沿深度方向土拱矢高值较为接近;本文方法与规范方法计算得到的板体最大弯矩值相近,其误差不超过3%。 相似文献
8.
为了研究地下开采引起围岩变形和断层活化现象,文章采用一种软材料的小模型进行地下开采间断面变形的模拟。模型中通过模拟一个矩形地下采区上方围岩的变形来研究一个水平间断面发生活化后的弯曲现象。模拟结果表明,间断面上的剪切位移分布具有"双峰"的特征或规律。这种分布特征或规律,得到了数值模拟结果的验证。同时,也证明了该方法的有效性。该方法最大的优点是,可以用小尺寸模型有效模拟在自重体积力作用下开挖引起的围岩变形现象,具有实验装置简单、实验用时短、操作方便、实验成本低等诸多优点,是一种值得推广的物理模拟方法。 相似文献
9.
In geotechnical engineering, numerical analysis of pile capacity is often performed in such a way that piles are modeled using only the geometry of their final position in the ground and simply loaded to failure. In these analyses, the stress changes caused by the pile installation are neglected, irrespective of the installation method. For displacement piles, which are either pushed or hammered into the ground, such an approach is a very crude simplification. To model the entire installation process of displacement piles a number of additional nonlinear effects need to be considered. As the soil adjacent to the pile is displaced significantly, small deformation theory is no longer applicable and a large deformation finite element formulation is required. In addition, the continuously changing interface between the pile and the soil has to be considered. Recently, large deformation frictional contact has been used to model the pile installation and cone penetration processes. However, one significant limitation of the analysis was the use of linear elements, which have proven to be less accurate than higher order elements for nonlinear materials such as soils.
This paper presents a large deformation frictional contact formulation which can be coupled consistently with quadratic solid elements. The formulation uses the so-called mortar-type discretisation of the contact surfaces. The performance of this contact discretisation technique is demonstrated by accurately predicting the stress transfer between the pile and the soil surfaces. 相似文献
10.
采用自制可视化试验装置开展了平板圆锚的拉拔模型试验,基于数字照相测量技术对极限拉拔下锚周土体的位移变形场进行了量化分析。在本次试验的埋深比范围内,极限承载力随埋深比增加而非线性增大,但增长速率逐渐减缓;观测到的锚周土体滑动面与地面、锚板所围区域整体呈现出“底大、顶小、径长”的倒喇叭形状;滑动面可用两条直线段来近似描述;极限拉拔力学模型由一个截面直径上小下大的倒圆台和一个等截面圆柱体组成。根据极限平衡条件推导建立了砂土中浅埋平板圆锚竖向拉拔极限承载力的计算方法,该方法对4组试验数据的计算较其他4种方法与试验实测值更为接近,且离散性更小,效果较好。 相似文献
11.
隧道开挖引起的地层不均匀沉降造成附近的地埋管线产生额外的变形,甚至破坏。被动管线与土体的相互作用的研究表明,不考虑土体的刚度衰减,较大的土体弹性模量使得管线的最大弯矩计算结果过大,偏于保守,造成不必要的浪费。在被动管线Winkler地基模型分析基础上,引入土体刚度衰减模型考虑土体非线性特性,提出了隧道开挖作用下管线响应的等效线性分析方法。基于自由土体位移场计算管周土体由于隧道开挖引起的附加应变,基于水平受荷桩的环状弹性介质模型考虑由于管土相互作用引起的管周土体应变,从而对被动Winkler地基模型的土体弹性参数进行修正,计算得到管线的最大弯矩。通过与现有的弹性理论方法、离心模型试验结果的对比,验证了针对隧道开挖引起的被动管土相互作用问题,该方法考虑土体非线性特性的合理性。 相似文献
12.
对软岩陡坡椅式桩（CSP）支挡结构,通过大比例模型试验研究路基面分级荷载作用下其内力变形规律、结构-岩土体相互作用,根据试验条件和结构受力状态,提出了其设计计算方法。结果表明,椅式桩的空间结构特性可有效控制结构变形和减小桩身内力;主副桩桩身弯矩大小接近,最大弯矩位于坡面处,桩侧岩石压力主要跟桩基变形与岩石变形模量有关;椅式桩一般不会出现结构倾倒破坏,软岩边坡则以浅层破坏为主;基于弹性地基梁的分析解,可较好地描述椅式桩的内力变化及其分布规律。研究结果对正确分析椅式桩支挡结构的抗滑机制和设计计算具有较好的参考价值。 相似文献
13.
风暴沉积在川中大安寨段比较发育,对大安寨段风暴沉积的沉积构造特征进行研究,发现大安寨段风暴沉积虽然缺乏丘状交错层理,但顶底面构造和层理构造比较发育。综合分析顶底面构造和层理构造特征,总结了大安寨段风暴沉积的理想沉积相序结构,即一个完整的风暴层序从下向上发育:渠模或侵蚀面、砾屑层、粒序层理、波状层理、漂浮介屑段、粉砂屑层和截切或波痕。由于各微相的水动力条件的差异导致风暴沉积层序在各微相中保存的程度不同,在能量较高的滩前、滩核、滩后主要以粒序层为主,滨浅湖主要以粉砂屑层理为主,半深湖发育漂浮状介屑层、波状层理、粉砂屑层理。风暴沉积的研究加深了对大安寨段半深湖灰岩成因的认识,滩前和半深湖相的风暴成因的灰岩的孔隙度相对较好,具有较好的烃源与保存条件,是致密油勘探的有利相带。 相似文献
14.
煤与瓦斯突出中单个煤壳解体突出的突变理论分析 总被引：2，自引：0，他引：2
在煤与瓦斯突出中,煤体自组织地形成最具抗力的球盖壳形式来抵抗被突出,煤壳一旦解体便丧失承载能力,高位势煤岩系统中与单个煤壳突出相应的各种能量得以释放。根据反映煤岩破坏特性的塑性变形局部化理论,导得突出前煤壳形变、位移时相应于偏应力的功、能增量关系,建立了煤壳失稳解体的突变模型,并对由于偏应力作用导致煤壳失稳解体机制进行了研究,给出失稳瞬间释放的偏应力应变能表达式、煤岩系统体积应变能释放量表达式和孔隙瓦斯粉碎解体后的碎煤及与煤层瓦斯渗流形成瓦斯-煤粉两相流描述。所得结果可深化对煤、地应力与瓦斯压力三因素对煤与突出演化规律综合作用的认识。 相似文献
15.
非对称多层薄板折算力学模量的讨论 总被引：4，自引：0，他引：4
为使有限单元法中的板壳单元更适合于分析地学问题,本文放弃前人对多层薄板的几何和弹性对称性限制,根据等效原则,重新推导了非对称多层薄板的中性面位置,进而给出了用各分层弹性模量和厚度表示的折合抗弯刚度及弹性模量。并结合两个三层地壳模型例题讨论了地壳各分层弯曲和薄膜应力与等效应力的差异. 相似文献
16.
Seabeam, seismic and submersible surveys took place during the Kaiko Project and revealed significant compressive deformation at the northeastern end of the Philippine Sea plate, related to the recent collision of the Izu-Ogasawara Arc against Central Japan. Intraoceanic thrusting at the base of the Zenisu Ridge, a linear topographic high running a few tens of kilometers south of the Nankai Trough, is supported by tectonic, magnetic and gravimetric data. We investigate the formation of the Zenisu Ridge in terms of compressive mechanical failure of a thin elastic-perfectly plastic plate, subducting at a trench and subject to a regional compressive axial force. The rheological envelope concept is used throughout the numerical calculations. Based on a detailed study of flexure of the present-day bending far from the deformation zone, we evaluate the bending forces involved: the bulge is 120 to 150 m high and the compressive stress all along the Nankai Trough is about −100 MPa. In the Zenisu Ridge area, an additional compressive stress is superimposed due to the nearby collision at Izu-Peninsula. We compute the vertical distribution of the deviatoric stress before failure and find that the deviatoric stress is maximum at a depth of 20–25 km in the trench area, and again at the surface 60 to 100 km seaward, in the vicinity of the bulge. The development of a thrust joining these two maxima through the entire thickness of the lithosphere is discussed. The model predicts that the formation of the Zenisu Ridge did not occur before 4 Ma and is caused by progressive tectonic uplift due to the redistribution of bending stresses as the ridge approaches the Nankai Trough. 相似文献
17.
顶管施工对邻近地下管线的影响预测分析 总被引：3，自引：0，他引：3
采用通用Peck公式计算顶管施工引起的地下管线平面处的土体竖向位移。对地下管线的受力模型进行简化,基于Winkler地基模型,得到地下管线由于顶管开挖引起的极限弯矩、理论弯矩以及管线变形的计算方法。通过算例分析,与连续弹性解、Attewell解和王涛解的计算结果进行比较,探讨了土质条件、管线材质、管线埋深、管线管径对地下管线受力的影响。计算结果表明,本方法适用于各种土质,可较好地预估管线所受弯矩,且不会低估管线所受的最大弯矩;在相同条件下,管线埋深越大承受的弯矩也越大,但埋深仅对最大正弯矩和最大负弯矩位置附近处的管线影响较大,对其余部位影响较小;管线抗弯刚度越大,管线承受的极限弯矩和影响范围也越大;管线管径越大,管线承受的弯矩也越大。 相似文献
18.
初论板内造山带 总被引：55，自引：10，他引：45
讨论了关于板内造山带含义的不同认识。指出板内造山带是一种特殊类型的造山带,而不是板缘造山带或板间造山带持续发展的结果。简要介绍分别发育在４ 个大陆的不同时代的板内造山带,总结板内造山带在区域大地构造位置、造山带构造格局、构造变形与变质作用、岩浆活动与沉积作用、造山带构造演化等方面与板缘造山带的差异。板内造山带形成于相对较老且强硬的岩石圈板块内部,造山带内部构造单元不具有平行于造山带走向分布的特征,即不具有线状构造格局,构造变形具有地台基底乃至整个地壳卷入的厚皮构造性质,同造山区域变质作用微弱,同造山岩浆活动、沉积作用和构造变形均无极性演化趋势。岩石圈拆沉作用（ｄｅｌａｍｉｎａｔｉｏｎ） 可较好地解释板内造山带的火山活动特征。尽管板块间相互作用（ 俯冲或碰撞）所产生的水平挤压应力似乎更易于阐明板内造山带的收缩变形特征;但是,板块间相互碰撞或俯冲产生的边界应力可否有效地被远程传递,尚有待进一步研究和解决。将板块间相互作用的水平应力场与岩石圈纵向物质与能量调整（ 重力、热力等） 因素作综合考虑,可能是解决板内造山带造山作用机制的有效途径 相似文献
19.
均匀地应力场中球形洞室开挖问题可以简化为空间轴对称问题,为分析和评价球形洞室开挖的稳定性,采用有限差分方法对平衡方程与变形协调方程进行离散,将洞室围岩潜在塑性区划分为一系列的球壳,并考虑岩体的应变软化行为,可以得到满足线性Mohr-Coulomb（H-C）准则和非线性Hoek-Brown（H-B）屈服准则的围岩体塑性区范围及相应的应力与变形分布。计算结果表明,随着离散步的增加,数值解逐渐收敛,文中解与已有文献的结果完全吻合,且计算效率更高。对一组强度参数遵循CWFS（黏聚力弱化与摩擦角强化）规律的围岩体内塑性区范围、变形与应力的分布进行了分析,并与常规的应变软化模型的计算结果进行了对比,CWFS模型的结果更合理一些。 相似文献
20.
含有断层的浅埋偏压隧道的断层错动引起围岩失稳是一个由渐变到突变的过程,具有非连续跳跃的特征,可以采用突变理论分析围岩破坏方式。以沪-昆客运专线长-昆湖南段CKTJ-Ⅸ标段某隧道洞口穿越断层破碎带为工程背景,根据围岩失稳情况,建立隧道穿越断层段的力学模型,构建断层围岩系统的总势能函数,求出突变模型的标准型式和分叉集方程;将拱顶下沉变形随时间变化的函数展开为泰勒级数,建立隧道围岩稳定状态判别式,实现突变模型和监测数据的融合。研究结果表明,围岩拱顶沉降变形随时间变化的函数与围岩失稳突变模型之间存在良好的转化关系;根据围岩失稳突变判据得出的围岩失稳状态与实际围岩破坏情况基本吻合,且判别式的组成型式简单,对于判断含有断层的浅埋偏压隧道围岩稳定性具有较强的实用性;判别式的大小与围岩的破坏程度之间存在一定的关联。 相似文献