Particle size distribution and strain rate attenuation in hypervelocity impact and shock recovery experiments

Particle size distribution (PSD) is an often used parameter to describe and quantify fragmentation of deformed rock. Our analyses of shock deformed sandstone show that dynamic fragmentation influences the PSD, expressed as fractal dimension (D-value). Image analysis was used to derive fractal dimensions from a hypervelocity impact cratering experiment (2.5 mm steel sphere, 4.8 km/s) and a planar shock recovery experiment (2.5 GPa). The D-values in the cratering experiment decrease from 1.74 at the crater floor to 0.84 at a distance of 7.2 mm to the crater floor. The D-values found in this experiment are closely related to the microstructural features found at distinct distances from the crater floor. The obtained values are in good agreement with the D-values reported for fault zones, impact sites and deformation experiments. The D-value measured in the shock recovery experiment is 2.42. Such high D-values were usually attributed to abrasive processes related to high strain. Since the strain in our experiment is only ∼23% we suggest that at highly dynamic deformation very high d-values can be reached at small strain. To quantify this, numerical impact modelling has been used to estimate strain rates for the impact experiment. This is related to the activation of more inherent flaws and fracture bifurcation at very high strain rates ∼>10² s⁻¹.     

Kinematic link between episodic trapdoor collapse of the Negra Muerta Caldera and motion on the Olacapato-El Toro Fault Zone, southern central Andes

A combined geochronological and structural analysis of the Miocene Negra Muerta Caldera was designed to better understand caldera formation associated with prominent faults on the central Andean plateau. Rb–Sr ages of the caldera outflow facies indicate that caldera formation occurred in two volcano-tectonic episodes. The first episode commenced with explosive eruption of the 9.0±0.1 Ma andesitic Acay Ignimbrite followed by a period of volcanic quiescence and moderate tectonic activity. Dominant volcanic and tectonic activity occurred during the second episode, which is bracketed by eruption of the 7.6±0.1 Ma rhyolitic Toba 1 Ignimbrite and effusive discharge of the 7.3±0.1 Ma rhyodacitic to andesitic lava flows. Structural relationships between rocks of the Negra Muerta Volcanic Complex and collapse-induced normal faults, notably NE-striking normal faults, agree with simultaneous volcanic activity and floor subsidence of the caldera during the second episode. Floor subsidence was achieved by tilting on an outward dipping reverse fault to the northwest of the caldera floor around a hinge zone located south of the caldera floor. This induced horizontal extension of the caldera floor and was accomplished by fragmentation of, and intrusion of dikes into, the floor. Collapse-induced and post-collapse fault populations of the caldera do not differ significantly in the directions of their axes of maximum extension and are in this respect kinematically compatible with left-lateral slip on the nearby Olacapato-El Toro Fault Zone. This furnishes evidence for a kinematic control by prominent faults on the formation of collapse calderas in the central Andes. The structural analysis of the Negra Muerta Caldera shows that collapse calderas can serve as deformation markers that contribute in elucidating the regional kinematic regime and the time of activity of prominent dislocations genetically related to collapse calderas.     

Mineralization and deformation of the Malanjkhand terrane (2,490–2,440 Ma) along the southern margin of the Central Indian Tectonic Zone

The Malanjkhand Cu–Mo–Au deposit, located near the northwest margin of the Malanjkhand batholith (terrane), is a strategic and significant porphyry-style deposit that experienced a protracted 50 m.y. deformational history shortly after its formation at 2,490±8 Ma (Stein et al. 2004). In a recent study, Panigrahi et al. (2004) averaged U–Pb SHRIMP zircon data from a pooled set of samples from the Malanjkhand batholith to advocate a meaningless intermediate age of ~2,476 Ma for the Malanjkhand granitoid and its Cu–Mo–Au deposit. In the northwest part of the Malanjkhand batholith, Re–Os dating of occurrence-specific molybdenite captures not only the age of porphyry-style mineralization and associated magmatism, but also elucidates a complex deformational history that extends to ~2,450 Ma. In the central part of the Malanjkhand batholith, Re–Os dating of delicate spindles of accessory molybdenite occurring with pristine muscovite in miarolitic cavities within the undeformed microgranitoid at the Devgaon Mo prospect unequivocally shows that deformation ceased at this location no later than 2,470–2,465 Ma. The deformational history recorded at the Malanjkhand deposit in the northwest most likely reflects prolonged transpressive convergence and docking of the Malanjkhand terrane with units in the poorly understood (proto) Central Indian Tectonic Zone (CITZ) along its southern margin, the Central Indian shear zone. The timing for this convergence is Late Archean–Early Paleoproterozoic.Comment on “Age of granitic activity associated with copper–molybdenum mineralization at Malanjkhand, Central India” by Panigrahi MK et al. (Mineralium Deposita 39:670–677)     

辽吉古裂谷内带顺层构造片岩的变形构造与变形机制

本文从变形构造,尤其是变形显微构造研究入手,探讨了广泛发育于辽吉古裂谷内带的泥质构造片岩的形成与演化。对石榴石、石英和黑云母的变形亚结构及岩石变形构造分析揭示出,构造片岩的形成主要包含了伸展环境下出现的剪切作用、挤压作用以及扩散蠕变过程。同时还应用变形轨迹图展示了构造片岩的形成及形成后的改造过程。     

西藏樟木口岸古滑坡变形监测分析

樟木口岸古滑坡位于喜马拉雅山脉南麓,地形陡峻,构造运动强烈,地震活动频繁,雨量丰沛,基底为前震旦系达莱玛桥组黑云斜长片麻岩、片岩,上覆第四系残坡积、崩坡积物。本文采取地表裂缝监测、地表位移监测和深部位移监测3种方法,对古滑坡的变形特征与规律进行了较系统研究分析。监测结果表明两个古滑坡未发生变形,处于稳定状态,福利院古滑坡体中部发生复活,即消防队次级滑坡,目前该滑坡处于蠕动挤压阶段,变形呈缓慢增长趋势,降雨和人为开挖坡体是滑坡复活的诱发因素。     

Finite deformation analysis of liquefaction-induced flow failure in soil embankments

Summary A finite element formulation is proposed for finite deformation dynamic analysis of saturated soil systems. The formulation is based on an updated Lagrangian approach and specifically considers the finite deformation effects on the flow of water through a soil element which undergoes a large deformation or rotation. A two-surface plasticity model is used to model the stress-strain behaviour of the soil skeleton. The proposed formulation has been implemented and is applied to simulate the response of a centrifuge model embankment. The calculated response is in good agreement with the observed behaviour of the soil embankment in the centrifuge test.     

Microstructural evolution of deformation-modified primary halite from the Middle Triassic Röt Formation at Hengelo, The Netherlands

The microstructure of halite from the subhorizontal, bedded Main Röt Evaporite Member at Hengelo, The Netherlands (AKZO well 382, depth interval of 420–460 m), was studied by transmitted and reflected light microscopy of gamma-irradiation decorated samples. Primary microstructures compare favourably with those found in recent ephemeral salt pans. Large, blocky, fluid-inclusion-poor halite grains and elongated chevrons are interpreted to have formed in the saline lake stage, while void-filling clear halite is interpreted to have formed during the desiccation stage of the salt pan. In addition, in all layers the grains are rich in deformation-related substructures such as slip bands and subgrains indicating strains of a few percent. The study of gamma-irradiation decorated thin sections shows that the main recrystallization mechanism is grain boundary migration. Grain boundary migration removes primary fluid inclusions and produces clear, strain-free new grains. Differential stresses as determined by subgrain size piezometry were 0.45–0.97 MPa. The deformation of the salt layers is probably related to Cretaceous inversion in the area.     

Fracture void structure: implications for flow, transport and deformation

 This review focuses on studies of flow, transport and deformation processes at a scale of a single discontinuity. The paper provides an evaluation of: (1) various methods suggested for geometrical characterization of void structure; and (2) theoretical and practical problems arising from significant differences between the actual geometry of fracture void structure and its parallel plate representation. The use of an equivalent aperture concept is shown to be seriously misleading in: (a) evaluation of flow regime, and hence selection of appropriate flow laws; (b) correlating tracer and hydraulic tests, and assessment of solute transport properties; and (c) relating hydraulic and mechanical apertures, and predicting influence of stress perturbation and deformability. Received: 2 August 1999 · Accepted: 30 November 1999     

柴北缘赛坝沟增生杂岩组成与变形特征

柴北缘构造带由高压-超高压变质岩、蛇绿岩、增生杂岩、火山-岩浆弧及前寒武纪中-高级变质岩共同构成。该构造带内的"滩间山群"岩石组合与构造属性复杂,其岩性包括中基性火山岩、碎屑沉积岩以及超基性岩和中酸性侵入岩,普遍遭受低绿片岩相变质作用和强烈构造变形。结合区域资料和地质填图结果,综合分析认为该构造带东段赛坝沟地区的"滩间山群"由火山-岩浆弧、增生杂岩、蛇绿岩三个不同构造单元岩石组成。其中增生杂岩主要是一套深海-半深海沉积组合,夹玄武岩、灰岩、硅质岩等块体,自南而北总体呈现出来自洋壳、海山和海沟环境的大洋板块地层的岩石组合特征,同时呈现与日本西南部增生杂岩极为相似的岩石组合类型。该套组合构造变形强烈,主要表现为2期构造变形。其中第一期构造变形(D1)主要表现为双冲构造和同斜紧闭褶皱,断层和褶皱轴面主体倾向为NE,形成于大洋俯冲阶段;第二期构造变形(D2)主要表现为不对称褶皱和S-C组构,可能是晚期柴达木与祁连地块发生陆-陆碰撞过程中形成的,形成时间为440～400Ma。空间上,该增生杂岩与出露于其北侧的蛇绿岩、火山-岩浆弧共同构成了相对完整的沟-弧系统,指示了寒武-奥陶纪时期,柴北缘地区曾发生古洋盆向北俯冲造山作用。     

Critical shear stress for mechanical twinning of jadeite—an experimental study

Coarse-grained natural jadeitite samples from Myanmar were experimentally deformed in a Griggs-type solid-medium apparatus at strain rates of 2·10⁻⁵ and 5·10⁻⁶ s⁻¹ and temperatures of 900 and 1000 °C. The microfabrics of the deformed samples are investigated by scanning electron microscopy (SEM) using the electron backscatter diffraction (EBSD) technique. The critical shear stress for twinning in the (100) [001] system is derived from the orientation distribution of jadeite crystals with and without mechanical twins. The results indicate a homogeneous stress field within the sample and a critical shear stress of 150±25 MPa, which compares well to that determined by Kollé and Blacic [J. Geophys. Res. 87 (1982) 4019] for mechanical twinning of other clinopyroxenes. With the critical shear stress known, mechanical twinning of jadeite can be used as a paleopiezometer for high stress tectonic environments.