地震作用下非贯通节理岩体斜坡破坏的物理模型试验研究   总被引：1，自引：0，他引：1       下载免费PDF全文

倪振强  孔纪名  阿发友 《地震工程学报》2012,34(3):209-214

地震作用下高斜坡破坏的发生发展过程比较短暂、剧烈,破坏机理相对复杂。本文采用模型试验的方法来研究地震作用下非贯通节理岩体斜坡的反应。试验结果表明:节理上的应变最大,模型上部应变大于下部应变;节理贯通机理复杂,多为拉剪复合型破坏;节理的贯通并不意味着斜坡的破坏,而是破坏了斜坡的整体性,使其处于临界状态。试验揭示了此类斜坡在地震作用下的动力响应及破坏机理,可为理论和工程实践应用提供有益的参考和指导。  相似文献   

Progressive failure of sheeted rock slopes: the 2009–2010 Rhombus Wall rock falls in Yosemite Valley,California, USA     

Greg M. Stock  Stephen J. Martel  Brian D. Collins  Edwin L. Harp 《地球表面变化过程与地形》2012,37(5):546-561

Progressive rock‐fall failures in natural rock slopes are common in many environments, but often elude detailed quantitative documentation and analysis. Here we present high‐resolution photography, video, and laser scanning data that document spatial and temporal patterns of a 15‐month‐long sequence of at least 14 rock falls from the Rhombus Wall, a sheeted granitic cliff in Yosemite Valley, California. The rock‐fall sequence began on 26 August 2009 with a small failure at the tip of an overhanging rock slab. Several hours later, a series of five rock falls totaling 736 m³ progressed upward along a sheeting joint behind the overhanging slab. Over the next 3 weeks, audible cracking occurred on the Rhombus Wall, suggesting crack propagation, while visual monitoring revealed opening of a sheeting joint adjacent to the previous failure surface. On 14 September 2009 a 110 m³ slab detached along this sheeting joint. Additional rock falls between 30 August and 20 November 2010, totaling 187 m³, radiated outward from the initial failure area along cliff (sub)parallel sheeting joints. We suggest that these progressive failures might have been related to stress redistributions accompanying propagation of sheeting joints behind the cliff face. Mechanical analyses indicate that tensile stresses should occur perpendicular to the cliff face and open sheeting joints, and that sheeting joints should propagate parallel to a cliff face from areas of stress concentrations. The analyses also account for how sheeting joints can propagate to lengths many times greater than their depths behind cliff faces. We posit that as a region of failure spreads across a cliff face, stress concentrations along its margin will spread with it, promoting further crack propagation and rock falls. Published in 2012. This article is a US Government work and is in the public domain in the USA.  相似文献   

Critical notch depths for failure of coastal limestone cliffs: case study at Kuro‐shima Island,Okinawa, Japan     

Tetsuya Kogure  Yukinori Matsukura 《地球表面变化过程与地形》2010,35(9):1044-1056

Development of a notch at the base of a cliff reduces cliff stability and often induces a collapse. Pleistocene limestone coastal cliffs of elevation 5?m in Kuro‐shima, Ryukyu Islands, have a prominent notch with a depth of 3–4?m at their bases. Around these coastal cliffs, collapses different from previous studies of cliff collapses in the Ryukyu Islands were found; collapses in Kuro‐shima have a horizontal failure surface. The horizontal failure surface, situated at the height of the failure surface corresponding to the retreat point of the notch, is bounded by vertical joints cutting the whole cliff and the reef flat in front of the cliff. Two types of horizontal failure surface were found, triangular and quadrangular; the distinction appears to depend on the angle between the vertical joints and the front face of the cliff. Prior to collapse, these cliffs appear to have been separated from the adjacent cliffs by the development of vertical joints. Consequently, a cliff that will collapse can be identified in advance; cliff instability is strongly dependent on the development of a notch. To study the effect of notch development on cliff collapse, the notch depth at which collapse occurs was calculated using stability analysis. Instability of a cliff increases with notch depth; collapse occurs at the horizontal failure surface when the ratio of the notch depth to the seaward length of the cliff is approximately 0·5–0·7 for a triangular failure surface, and 0·7–0·9 for a quadrangular failure surface. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

UHTCC新型梁柱节点抗震性能试验研究   总被引：2，自引：0，他引：2  

苏骏  徐世烺  毕辉 《地震工程与工程振动》2010,30(2)

为研究超高韧性水泥基材料新型梁柱节点的抗震性能,进行了6榀缩尺比例为1/2的框架中节点的低周反复载荷试验,对不同轴压比和体积配箍率下梁柱节点的受力特点、裂缝开展形式、滞回特性进行了研究。结果表明,超高韧性水泥基材料能明显改善节点核心区的抗裂性能和剪切延性,具有更好的耗能能力,可部分或全部替代节点处箍筋的抗剪作用,具有良好的经济效益。  相似文献   

Modelling exterior beam–column joints for seismic analysis of RC frame structures     

Maria J. Favvata  Bassam A. Izzuddin  Chris G. Karayannis 《地震工程与结构动力学》2008,37(13):1527-1548

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Seismic performance of a 3D full‐scale high‐ductility steel–concrete composite moment‐resisting structure—Part I: Design and testing procedure     

A. Braconi  O. S. Bursi  G. Fabbrocino  W. Salvatore  R. Tremblay 《地震工程与结构动力学》2008,37(14):1609-1634

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基于粗细网格的有限元并行分析方法   总被引：2，自引：0，他引：2  

付朝江  张武 《岩土力学》2006,27(5):807-810

并行计算己成为求解大规模岩土工程问题的一种强大趋势。探讨了粗细网格与预处理共轭梯度法结合的并行有限元算法。从多重网格刚度矩阵推得有效的预处理子。该算法在工作站机群上实现。用地基处理时土体强夯的数值模拟分析进行了数值测试,对其并行性能进行了详细分析。计算结果表明：该算法具有良好的并行加速比和效率,是一种有效的并行算法。  相似文献   

智能JRC测量仪的研制     

杜时贵  王小翠 《岩土力学》2006,27(Z1):1202-1204

研制了一种智能JRC测量仪,该仪器可直接测量岩体结构面的粗糙度系数JRC值,适用于野外任意产状的岩体结构面,可以沿任意方向测量岩体结构面粗糙度系数,具有重量轻、体积小、携带方便、操作简单、测量速度快等特点。  相似文献   

Thermal history of the Rio Muni (West Africa)–NE Brazil margins during continental breakup     

Jonathan P. Turner  Paul F. Green  Simon P. Holford  Stephen R. Lawrence 《Earth and Planetary Science Letters》2008,270(3-4):354-367

We document the thermal record of breakup of the conjugate Rio Muni (West Africa) and NE Brazil margins using apatite fission track analysis, vitrinite reflectance data and stratigraphic observations from both margins. These results permit determination of the timing of four cooling episodes, and the temperature of samples at the onset of each episode. All samples are interpreted to have experienced higher temperatures in the geological past due to i) elevated basal heatflow (palaeogeothermal gradient in Rio Muni-1 well decaying from 58 °C/km during the Mid Cretaceous to 21.5 °C/km in the Late Cenozoic) and ii) progressive exhumation from formerly greater burial depth. A well constrained history of changing palaeogeothermal gradient allows for much more precise quantification of the thickness of eroded section (exhumation) than if a constant heatflow is assumed. Cooling episodes identified from the palaeotemperature data at 110–95 Ma (both margins) and 85–70 Ma (Rio Muni only) coincide with major unconformities signifying, respectively, the cessation of rifting (breakup) and compressional shortening that affected the African continent following the establishment of post-rift sedimentation (drift). The interval between these separate unconformities is occupied by allochthonous rafts of shallow-water carbonates recording gravitational collapse of a marginal platform. The rift shoulder uplift that triggered this collapse was enhanced by local transpression associated with the obliquely divergent Ascension Fracture Zone, and thermal doming due to the coeval St Helena and Ascension Plumes. The data also reveal a c.45–35 Ma cooling episode, attributed to deep sea erosion at the onset of Eo-Oligocene ice growth, and a c.15–10 Ma episode interpreted as the record of Miocene exhumation of the West African continental margin related to continent-wide plume development. Integration of thermal history methods with traditional seismic- and stratigraphy-based observations yields a dynamic picture of kilometre-scale fluctuations in base level through the breakup and early drift phases of development of these margins. Major unconformities at ocean margins are likely to represent composite surfaces recording not only eustasy, but also regional plate margin-generated deformation, local ‘intra-basinal’ reorganization, and the amplifying effect of negative feedbacks between these processes.  相似文献   

非贯通节理岩体直剪试验研究进展   总被引：1，自引：0，他引：1  

刘远明  夏才初 《岩土力学》2007,28(8):1719-1724

基于典型的直剪试验,国内外学者提出了非贯通节理岩体贯通破坏机理,并建立了相应的强度准则,如Jennings方法,即加权平均强度理论和强度准则、Lajtai岩桥破坏理论和强度准则、断裂力学的II型破坏理论和强度准则,拉剪复合破坏和强度准则。然而,非贯通节理岩体破坏机理目前还没有完全弄清楚,已建立的强度准则所包含的重要参数还需深入研究,如：如节理面的传压系数、传剪系数、弱化了的岩桥内摩擦力和内摩擦角等;非贯通节理岩体节理闭合和剪切的本构关系有待建立;不共面非贯通节理岩体全过程最大抗剪强度需进一步研究。伺服直剪试验机、静态应变测试仪、声发射仪、X射线测量等无损检测技术能够为进一步研究非贯通节理岩体的破坏机理,提出新的理论和建立新的强度准则提供强有力的技术支持。  相似文献