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1.
为了客观重复制作与原岩结构面的岩性、表面形态和力学性质完全一致的试样,集成三维扫描和三维雕刻技术,提出了原岩结构面试样重构新方法。采用该方法制作了具有相同表面形态的大理岩结构面试样,开展了不同法向力下的直剪试验,并采用声发射技术对结构面剪切破坏过程进行了监测。结果表明：重构结构面试样与原始结构面试样具有高度相似性;结构面剪应力-剪切位移曲线可分为两类：剪胀滑移型和剪断跌落型;剪切破坏后结构面可明显地划分为两个区域：剪胀脱开区和剪断磨损区;提出了结构面剪切强度新公式,理论公式与试验结果更接近;结构面剪切过程中剪应力、能量率、计数、撞击率随时间的变化规律具有较好的一致性,声发射定位位置与剪切过程中结构面损伤破坏区域基本吻合。 相似文献
2.
We monitored acoustic emission (AE) events during an in-situ direct shear test on a specimen composed of a slate-dominant alternation of slate and sandstone, measuring 0.5 m long, 0.5 m wide and 0.2 m high. The test was conducted in a survey tunnel for an underground powerhouse in central Japan. The AE epicenters located on a fractured plane are compared with the locations of joints and a loosening seam, the height distribution of the fractured plane, and the horizontal movement of the test block prior to failure. We conclude that an initially intact region of rock bounded by the joints and the seam is fractured, generating the AE. Considering these results in connection with asperity models of seismogenic faulting for a subduction-zone earthquake, the significant contrast of stress conditions derived from the geological inhomogeneity and the uneven fractured plane is analogous to that due to subducted seamounts and horst-graben structures on a subducted oceanic plate. For an inland earthquake, the intact regions on an expected shear plane can be considered to be a portion of the fault asperity that causes strong ground motion, while the weakened portion can be considered to correspond to a region of aseismic creep. Consequently, large-scale inhomogeneous rock fracturing experiments such as the in-situ direct shear test may provide useful insights as analog models of seismogenic faulting. Furthermore, understanding of inhomogeneous rock-mass fracturing obtained from such experiments will not only contribute to a better understanding of the mechanism of earthquakes but also provide valuable knowledge for AE monitoring applications in rock engineering, such as the predictions of rockbursts in mines and the monitoring of fractures around large underground chambers. 相似文献
3.
爆破强震扰动影响下受软弱结构面控制型边坡易出现滑移破坏,其破坏机制研究是滑坡灾害防护的重要内容.利用波函数解析方法建立了应力波入射岩-结构面-岩模型,分析了爆破P波透反射规律与软弱结构面应力响应,结合自主研发的爆破应力波扰动结构面剪切强度仪得到了抗剪强度劣化规律,构建结构面动应力与扰动后抗剪强度量化关系,提出结构面内部剪切强度失效模型.研究表明:计算模型的P波在两个界面产生的透射系数均随着入射角增加而降低;振动台加载后软弱结构面的剪切强度存在明显的劣化,加载振幅为0.2 mm时,内聚力由68.75 kPa降低至9.69 kPa.结合建立的剪切强度失效模型与试验得到的剪切强度劣化规律,确定振幅在0.15 mm内时软弱结构面的安全性可以得到保证. 相似文献
4.
Recognition of neotectonic features along the Marikina Valley fault system (MVFS) in central Luzon, Philippines indicates a dominantly dextral strike-slip motion during its most recent activity believed to be Late Pleistocene to Holocene in age. Variations in the ratios of vertical to horizontal displacements for the segments imply a dominantly dextral motion of the West Marikina Valley fault (WMVF) and oblique dextral motion for the East Marikina Valley fault (EMVF). The displacement data further suggest that rupturing along the EMVF involved multiple segments and occurred separately from the events along the WMVF segments. Estimated earthquake magnitudes for the WMVF and EMVF based on single-event offsets fall within the range M 7.3–7.7. The vertical slip component in the northern part of the Marikina Valley is associated with the development of a basin between the EMVF and WMVF while the large vertical component in the southernmost segment of the EMVF (Talim) is attributed to volcanism-related extension. Lateral advection of the block bounded by the MVFS and the Philippine fault zone (PFZ), rather than pure shear resulting from an assumed east–west compression, best explains the observed kinematics of the MVFS. This is the result of compression during the westward drift of the Philippine Sea Plate and northern Luzon and occurs through slip along the WMVF and EMVF at rates of 5–7 mm/yr. 相似文献
5.
P. Lafuente L. E. Arlegui C. L. Liesa J. L. Simón 《International Journal of Earth Sciences》2011,100(7):1713-1732
The Concud fault is a 13.5 km long, NW–SE striking normal fault at the eastern Iberian Chain. Its recent (Late Pleistocene)
slip history is characterized from mapping and trench analysis and discussed in the context of the accretion/incision history
of the Alfambra River. The fault has been active since Late Pliocene times, with slip rates ranging from 0.07 to 0.33 mm/year
that are consistent with its present-day geomorphologic expression. The most likely empirical correlation suggests that the
associated paleoseisms have potential magnitudes close to 6.8, coseismic displacements of 2.0 m, and recurrence intervals
from 6.1 to 28.9 ka. At least six paleoseismic events have been identified between 113 and 32 ka. The first three events (U
to W) involved displacement along the major fault plane. The last three events (X to Z) encompassed downthrow and hanging-wall
synthetic bending prompting fissure opening. This change is accompanied by a decrease in slip rate (from 0.63 to 0.08–0.17 mm/year)
and has been attributed to activation of a synthetic blind fault at the hanging wall. The average coseismic displacement (1.9–2.0 m)
and recurrence period (6.7–7.9 ka) inferred from this paleoseismic succession are within the ranges predicted from empirical
correlation. Such paleoseismic activity contrasts with the moderate present-day seismicity of the area (maximum instrumental
Mb = 4.4), which can be explained by the long recurrence interval that characterizes intraplate regions. 相似文献
6.
《Russian Geology and Geophysics》2015,56(10):1484-1490
The Bolnay (Hangayn) fault is an active shear system which generated the M = 8.2-8.5 Bolnay earthquake of 23 July 1905, one of world’s largest recorded intracontinental event. The fault follows the Mesozoic suture formed during the closure of the Mongolia-Okhotsk ocean. The Late Cenozoic faulting in the region was induced by propagation of strain from the India-Eurasia collision that had reached Mongolia at about 5 ± 3 Ma. The left-lateral strike slip almost all over the fault length is compensated in its western end by Late Quaternary reverse motion. We estimated coseismic slip associated with the event of 1905 and the previous earthquakes in the eastern fault end and checked whether vertical offset compensates the strike slip in this part as well. The 1905 coseismic slip measured from a displaced dry stream bed and pebble bars in the Hasany-Gol river valley was 6.5-7.5 m. The 13 ± 1 m left-lateral displacement of pebble bars in the same valley represents a cumulative slip of two events. Paleoseismological studies across the strike of surface ruptures reveal at least two generations of rupture in two events that postdated the deposition of sediments with a 14C age of 4689 ± 94 yr. Hypsometry of the alluvial surface in the zone of deformation shows gradual elevation increase toward the mountains, but without abrupt change across the fault. This means the absence of vertical offset and reactivation of the fault as a left-lateral strike slip. The horizontal slip in the eastern extension of the Bolnay fault is compensated rather by parallel fault-bounded pull-apart basins trending northeastward oblique to the principal fault strike. The age of their sedimentary fill suggests no older than middle Pleistocene normal faulting that compensated the Bolnay strike slip. 相似文献
7.
岩石破裂滑动过程及其声发射数值模拟 总被引：3，自引：0，他引：3
运用岩石破裂与失稳过程分析RFPA2D系统, 对滑动形成过程进行了数值模拟研究。滑动岩体似为非均匀弹 -脆岩石材料, 模拟结果再现了滑动形成从变形到破坏直至失稳的全过程及其声发射规律。 相似文献
8.
青海鄂拉山断裂带晚第四纪构造活动及其所反映的青藏高原东北缘的变形机制 总被引：11，自引：0，他引：11
鄂拉山断裂带是分隔青海乌兰盆地 (柴达木盆地的一部分 )与茶卡—共和盆地的一条重要边界断裂 ,长约 2 0 7km ,由 6条规模较大的主要以右阶或左阶次级断裂段羽列而成 ,阶距约 1～ 3.5km。该断裂右旋走滑的起始时代为第四纪初期 ,约在 1.8～ 3.8MaB .P .期间 ,大的地质体累积断错约 9～12km。断裂新活动形成了一系列山脊、冲沟和阶地等的右旋断错及断层崖、断层陡坎等。晚更新世晚期以来 ,鄂拉山断裂带的平均水平滑动速率为 (4 .1± 0 .9)mm/a ,垂直滑动速率为 (0 .15± 0 .1)mm/a。鄂拉山地区的构造变形受区域NE向构造应力作用下的剪切压扁与鄂拉山断裂的右旋剪切和挤压的共同影响 ,共和—茶卡盆地和乌兰盆地均属于走滑挤压型盆地。青藏高原东北缘地区在区域性北东向挤压的作用之下 ,应变被分解为沿北西西向断裂的左旋走滑和沿北北西向断裂的右旋走滑运动 ,形成一对共轭的剪切断裂。鄂拉山断裂及其他北北西走向断裂的发展演化和变形机制表明青藏高原东北缘向东的挤出和逃逸是非常有限的。 相似文献
9.
Displacement profiles (normalized displacement vs normalized distance from the point of maximum displacement) have been plotted for 34 horizontal radii from 25 normal faults with maximum displacements ranging from 1.0 to 37.5 m. The composite displacement profile for these faults, when corrected for systematic inaccuracies of the data, is significantly different from the theoretical slip profile for a single seismic slip event. The integration of slip displacement profiles of many slip events on a growing fault shows that a steady-state displacement profile will be established. This theoretical displacement profile is similar to the composite profile derived from the fault data. Analysis of displacement data from 488 fault traces, which do not necessarily pass through the point of maximum displacement of their respective faults, shows that although displacement measurements are strongly influenced by ductile drag the theoretical distribution can still be identified in the data. Although the slip distribution on a fault during a single slip event, or during a period of stable sliding, is not simply related to the distribution of cumulative displacement on the fault, a knowledge of both characteristics places firm constraints on fault growth models. 相似文献
10.
Size and strain rate are two key factors that dramatically influence the estimation of rock mechanical behaviors. To better understand the effects of size and strain rate on measured rocks, rock specimens with six different sizes were tested at six different strain rates under uniaxial compression using the MTS 815 Rock Mechanics Test System. Having determined that the size and strain rate significantly affect the peak strain, peak stress, elastic modulus, acoustic emission (AE), and failure pattern of the rock specimens, the relation was established between the strength and the size and strain rate of red sandstone. And the variation was revealed among the size and strain rate, the AE, and the failure pattern. It turned out that the peak stress was negatively correlated with the rock size and was positively correlated with the strain rate. When the length to diameter ratio (L/D) of the rock specimen was less than 2.0, the AE appeared mildly. The AE quantities gradually increased before the peak stress, and then sharply decreased after the peak stress. The failure pattern of the rock specimen was relatively complicated, with a fracture plane appearing along the axial direction. Conical failure type was also presented. When the L/D ratio of the specimen was greater than 2.0, the AE characteristics of red sandstone showed the radical model. There were relatively few AE rings before the peak stress. But the AE rings increased suddenly and dramatically during the peak stress. The rock specimens primarily failed with a single shear plane. Moreover, with an increase in the strain rate, the AE activities were enhanced and the AE quantities increased. When the strain rate of the rock specimen was less than 5.0?×?10?4/s, the rock specimen failed with a shear or tensile-shear pattern. And when the strain rate was greater than 5.0?×?10?4/s, the rock specimen tended to fail in a conical pattern. 相似文献
11.
倾斜基岩上的边坡破坏模式和稳定性分析 总被引：6，自引：0，他引：6
应用离心模型试验对工程中被颇为关注的带有与边坡走向一致的倾斜基岩面,且在该基岩面存在软弱夹层的边坡的稳定性和破坏模式进行了比较详细地研究,并用极限平衡分析方法对试验结果进行了计算分析。模型试验结果表明,该类边坡失稳时,紧贴岩面的软弱夹层就成为滑动破坏面,因而边坡整体沿基岩面向下滑动,且侧向水平位移各处基本一致,表现出典型的平移滑动破坏模式。将稳定安全系数的实测结果与按平移滑动破坏模式的极限平衡分析方法的计算结果相比较后发现,两者相当地吻合,证实了按平移滑动破坏模式所作的极限平衡分析,能良好地预测边坡平移滑动破坏情形下的稳定安全系数。 相似文献
12.
Naoyuki Kato Takashi Satoh Xinglin Lei Kiyohiko Yamamoto Tomowo Hirasawa 《Tectonophysics》1999,310(1-4):81-99
An experimental study of stick-slip is performed to examine the effect of a fault bend on the dynamic rupture propagation process. A granite sample used in the experiment has a pre-cut fault that is artificially bent by an angle of 5.6° at the center of the fault along strike, and accordingly the fault consists of two fault segments. The rupture propagation process during stick-slip instability is investigated by analyzing the records of shear strain and relative displacement measured with strain gauge sensors together with the hypocenters of AE (acoustic emission) events detected with piezoelectric transducers. The observed rupture propagation process of typical stick-slip events is as follows. (1) The dynamic rupture started on a fault segment is stopped near the fault bend. (2) The rupture propagation is restarted near the bend on the other fault segment 10.8 ms to 3.5 s after the stop of the first rupture. The delay time of the second rupture decreases with an increase in the slip amount of the first rupture or a decrease in the normal stress acting on the fault segment where the second rupture started. (3) The restarted rupture is not arrested by the presence of a fault bend, and slip occurs over the entire fault. We theoretically analyze the stress concentration near the fault bend to find that the normal stress produced by the preceding slip near the fault bend plays an important part in controlling the rupture propagation. A numerical simulation based on a rate- and state-dependent friction law is performed to interpret physically the retarded rupture in the experiment. The observed time interval of 10.8 ms to 3.5 s between the first rupture and the second is explained by the numerical simulation, suggesting that the rate- and state-dependence of rock friction is a possible mechanism for the retarded rupture on the fault. 相似文献
13.
14.
Principal fault zone width and permeability of the active Neodani fault, Nobi fault system, Southwest Japan 总被引：2，自引：0，他引：2
A. Tsutsumi S. Nishino K. Mizoguchi T. Hirose S. Uehara K. Sato W. Tanikawa T. Shimamoto 《Tectonophysics》2004,379(1-4):93-108
The internal structure and permeability of the Neodani fault, which was last activated at the time of the 1891 Nobi earthquake (M8.0), were examined through field survey and experiments. A new exposure of the fault at a road construction site reveals a highly localized feature of the past fault deformation within a narrow fault core zone. The fault of the area consists of three zone units towards the fault core: (a) protolith rocks; (b) 15 to 30 m of fault breccia, and (c) 200 mm green to black fault gouge. Within the fault breccia zone, cataclastic foliation oblique to the fault has developed in a fine-grained 2-m-wide zone adjacent to the fault. Foliation is defined by subparallel alignment of intact lozenge shaped clasts, or by elongated aggregates of fine-grained chert fragments. The mean angle of 20°, between the foliation and the fault plane suggests that the foliated breccia accommodated a shear strain of γ<5 assuming simple shear for the rotation of the cataclastic foliation. Previous trench surveys have revealed that the fault has undergone at least 70 m of fault displacement within the last 20,000 years in this locality. The observed fault geometry suggests that past fault displacements have been localized into the 200-mm-wide gouge zone. Gas permeability analysis of the gouges gives low values of the order of 10−20 m2. Water permeability as low as 10−20 m2 is therefore expected for the fault gouge zone, which is two orders of magnitude lower than the critical permeability suggested for a fault to cause thermal pressurization during a fault slip. 相似文献
15.
16.
Revisiting Late Quaternary Slip-rate along the Maqu Segment of the Eastern Kunlun Fault,Northeast Tibet 总被引：1，自引：0，他引：1
The Late Quaternary slip rate along the Maqu segment of the eastern Kunlun Fault was estimated using a combination of high-resolution remote sensing imagery interpretation, field observations and differential Global Positioning System(GPS) measurements of offset river terraces, and 14 C dating of snail shells collected from offset risers. The results show that the left-slip rate along the segment is 3–5 mm/a, and that the vertical slip rate is 0.3–0.5 mm/a. Both the horizontal and vertical slips on the segment remain consistent over a distance of ~100 km. It means that no slip gradient as previously suggested occurred along the Maqu segment, and which thus might behave as an independent seismogenic fault. Judging from multiple relationships among young terrace offsets, we infer that co-seismic surface rupture produced by a characteristic earthquake with a magnitude of Ms7.0–7.5 on the Maqu fault could generate a horizontal slip of 4.5–5 m and a vertical slip of 0.45–0.5 m, with a corresponding ratio(Dh/Dv) of about 9. Two surface rupture events must have occurred over the past 3300 years, the latest one possibly between 1485 cal BP and 1730 cal BP. 相似文献
17.
基于不同层理角度的页岩巴西劈裂试验,利用高速摄像系统和声发射系统,对页岩力学特性、裂纹扩展及声发射特征的层理效应进行了深入研究。结果表明：（1）页岩巴西劈裂破坏过程可以分为压密、弹性和破坏3个阶段;（2）页岩抗拉强度、劈裂模量和应力峰值时变形的各向异性特征明显,层理角度 30°时,层理效应最为明显, 90°时影响最小;（3） 0°和 15°时试样的裂纹破坏面基本是沿着层理面, 30°时裂纹面交切层理面,与加载基线面重合, 45°～90°的各试样的断裂面呈不同程度的偏离加载基线面,为弧面或曲面;（4） 30°和 45°为破坏机制转化角,其中 30°为沿着层理面压致性张拉开裂转化为交切层理面开裂的转化角, 45°为交切层理面开裂转化为交切层理面且沿着层理面不同程度的剪切滑移开裂的转化角;（5）声发射活动性和能量释放随层理角度的增加而加强,主要因为受层理角度的影响,其破坏机制不同,这也进一步验证了页岩随层理角度的变化,其破坏机制的各向异性。能率峰值与抗拉强度具有很好的线性关系,表明声发射能率峰值能很好地反映岩石抗拉伸破坏的程度。 相似文献
18.
上海重塑粘性土的直剪特性研究 总被引：1，自引：0，他引：1
上海地区浅层广泛分布的淤泥质粉质粘土、淤泥质粘土和粘土具孔隙比大、含水量高、压缩性大、强度低等特点,容易对工程造成严重不良影响。对这三种土重塑样的直剪特性进行了系统研究,试验方法包括固结快剪和固结慢剪,剪切过程中量测剪切位移和竖向压缩量,剪切结束后量测了破坏面上的土样含水率。结果显示,固结慢剪试验中土样均硬化,剪切位移达6mm时仍未破坏;而固结快剪试验中,除粉质粘土外另两类土在0.2mm的位移下就达到剪切强度。通过试验得到了剪切应力与剪切位移关系、剪缩变形量和抗剪强度参数等。结合试验结果,对粉质粘土与粘土的不同结构导致直剪特性的差异进行了分析讨论。可为上海重塑土的结构及力学特性研究提供依据和借鉴。 相似文献
19.
Thermal Evolution of the Tanlu Fault Zone on the Eastern Margin of the Dabie Mountains and Its Tectonic Implications 总被引：7，自引：3，他引：4
ZHU Guang HOU Minjin WANG Yongsheng LIU Guosheng NIU Manlan School of Resource Environment Engineering Hefei University of Technology Hefei Anhui Geological Survey of Anhui Hefei Anhui 《《地质学报》英文版》2004,78(4):940-953
Five samples of muscovite from mylonites of the earlier Tanlu ductile shear zone on the eastern margin of the Dabie Mountains yield 40Ar/39Ar ages ranging from 178 Ma to 196 Ma. Three of them have reliable plateau ages of 188.7±0.7 Ma, 189.7±0.6 Ma and 192.5±0.7 Ma respectively, which indicates a syn-orogenic, sinistral strike-slip thermal event. This displacement movement derived from the continent-continent collision of the North and South China blocks took place in the Early Jurassic and after uplifting of high-pressure to ultrahigh-pressure slabs to the mid-crust. It is suggested that during the collision the Tanlu fault zone was an intracontinental transform fault caused by differential subduction speeds. The 40Ar/39Ar ages of mylonite whole-rock and muscovite from the later Tanlu ductile shear zone suggest another sinistral strike-slip cooling event at 128 Ma. During this strike-slip faulting, large-scale intrusion and doming uplift occurred in the eastern part of the Dabie orogenic belt. Data o 相似文献
20.
岩桥破坏的声发射研究一般只针对计数、能量等参数来分析。为探究岩桥直剪试验的声发射频谱特征,对岩桥进行声发射测试,利用时频分析方法对声发射波形信息进行研究,分析了其频谱特征。结果表明,直剪试验中幅值比计数率变化明显,且发生激烈响应的时间较早;主频基本呈高低频带状分布;主频带向中频分散和低频高幅值的声发射特征可作为试验主破裂的前兆信息,且前者出现较早;与单轴压缩试验相比,幅值在主破裂阶段区别明显,且此时出现中频值;声发射幅值由颗粒所受应力决定,频率与颗粒力链的最终位移有关;岩桥宽度增加,主频带整体升高;法向应力增加,平均主频值减小。研究可为节理边坡的稳定性分析提供参考依据。 相似文献