Microfabrics of calcite ultramylonites as records of coaxial and non-coaxial deformation kinematics: Examples from the Rocher de l'Yret shear zone (Western Alps)     

Ghislain Trullenque  Karsten Kunze  Renee Heilbronner  Holger Stünitz  Stefan M. Schmid 《Tectonophysics》2006,424(1-2):69-97

Microfabrics were analysed in calcite mylonites from the rim of the Pelvoux massif (Western Alps, France). WNW-directed emplacement of the internal Penninic units onto the Dauphinois domain produced intense deformation of an Eocene-age nummulitic limestone under lower anchizone metamorphic conditions (slightly below 300 °C). Two types of microfabrics developed primarily by dislocation creep accompanied by dynamic recrystallisation in the absence of twinning. Coaxial kinematics are inferred for samples exhibiting grain shape fabrics and textures with orthorhombic symmetry. Their texture (crystallographic preferred orientation, CPO) is characterised by two c-axis maxima, symmetrically oriented at 15° from the normal to the macroscopic foliation. Non-coaxial deformation is evident in samples with monoclinic shape fabrics and textures characterised by a single oblique c-axis maximum tilted with the sense of shear by about 15°. From the analysis of suitably oriented slip systems for the main texture components under given kinematics it is inferred that the orthorhombic textures, which developed in coaxial kinematics, favour activity of <10–11> and <02–21> slip along the f and r planes, respectively, with minor contributions of basal-<a> slip. In contrast, the monoclinic textures, which developed during simple shear, are most suited for duplex <a> slip along the basal plane. The transition between the dominating slip systems for the orthorhombic and monoclinic microfabrics is interpreted to be due to the effects of dynamic recrystallisation upon texture development. Since oblique c-axis maxima documented in the literature are most often rotated not with but against the shear sense, calcite textures alone should not be used as unequivocal shear sense indicators, but need to be complemented by microstructural criteria such as shape preferred orientations, grain size estimates and amount of twinning.  相似文献   

Porphyroblast rotation during crenulation cleavage development: an example from the aureole of the Mooselookmeguntic pluton, Maine, USA   总被引：1，自引：0，他引：1  

S. E. JOHNSON  M. E. DUPEE  C. V. GUIDOTTI 《Journal of Metamorphic Geology》2006,24(1):55-73

In the low‐pressure, high‐temperature metamorphic rocks of western Maine, USA, staurolite porphyroblasts grew at c. 400 Ma, very late during the regional orogenesis. These porphyroblasts, which preserve straight inclusion trails with small thin‐section‐scale variation in pitch, were subsequently involved in the strain and metamorphic aureole of the c. 370 Ma Mooselookmeguntic pluton. The aureole shows a progressive fabric intensity gradient from effectively zero emplacement‐related deformation at the outer edge of the aureole ～2900 m (map distance) from the pluton margin to the development of a pervasive emplacement‐related foliation adjacent to the pluton. The development of this pervasive foliation spanned all stages of crenulation cleavage development, which are preserved at different distances from the pluton. The spread of inclusion‐trail pitches in the staurolite porphyroblasts, as measured in two‐dimensional (2‐D) thin sections, increases nonlinearly from ～16° to 75° with increasing strain in the aureole. These data provide clear evidence for rotation of the staurolite porphyroblasts relative to one another and to the developing crenulation cleavage. The data spread is qualitatively modelled for both pure and simple shear, and both solutions match the data reasonably well. The spread of inclusion‐trail orientations (40–75°) in the moderately to highly strained rocks is similar to the spread reported in several previous studies. We consider it likely that the sample‐scale spread in these previous studies is also the result of porphyroblast rotation relative to one another. However, the average inclusion‐trail orientation for a single sample may, in at least some instances, reflect the original orientation of the overgrown foliation.  相似文献   

密集建筑群中的深基坑施工技术     

张维正 《探矿工程》2006,33(6):1-3,7

以沈阳市某深基坑支护及降水工程在密集建筑群中施工为例，介绍了该支护工程的设计与施工，阐述了该工程变形监测方法并对其结果进行了分析，总结了在沈阳地区密集建筑群中进行基坑开挖的设计与施工经验。  相似文献   

The deep-seated slope deformation at Encampadana, Andorra: Representation of morphologic features by numerical modelling     

Marcel Hürlimann  Alberto Ledesma  Jordi Corominas  Pere C. Prat 《Engineering Geology》2006,83(4):343-357

  相似文献   

Mechanical deformation model of the western United States instantaneous strain-rate field     

Fred F. Pollitz  Mathilde Vergnolle 《Geophysical Journal International》2006,167(1):421-444

  相似文献   

Inversion for rheological parameters from post-seismic surface deformation associated with the 1960 Valdivia earthquake, Chile   总被引：3，自引：0，他引：3  

Francisco Lorenzo-Martín  Frank Roth  Rongjiang Wang 《Geophysical Journal International》2006,164(1):75-87

  相似文献   

Deformability characteristics of brazilian laterites     

Jacques De Medina  Laura M. G. Motta  João D. G. Dos Santos 《Geotechnical and Geological Engineering》2006,24(4):949-971

This paper summarizes the resilient and permanent deformation characteristics of laterite gravels, determined by cyclic loading in triaxial tests of compacted specimens. A study of laterite pavements was carried out on eight paved road sections in the state of Mato Grosso. Also reported is the influence of fine sand admixture, specimen size and soaking in two laterite samples from Roraima and Rondônia in the North of Brazil. The experimental relationships of resilient moduli against applied stresses are interpreted empirically for models what may be incorporated in a structural analysis of full depth of laterite pavement.  相似文献   

采矿引起的边坡倾倒滑移变形机理与变形安全性分析研究—以抚顺西露天矿边坡为例   总被引：1，自引：0，他引：1  

申力  纪玉石  刘大勇  祖国林  刘晶辉 《中国地质灾害与防治学报》2006,17(3):63-68

在矿山开发、水电建设过程中倾倒变形问题日渐突出。倾倒变形边坡一般具有反倾边坡结构,变形的过程和机理比较复杂、涉及的变形岩体范围较大、危害严重。论文以抚顺西露天矿边坡为例,通过岩体位移监测资料的跟踪分析、底面摩擦模拟试验,以岩体力学、松散介质力学原理为理论基础,探讨了采矿影响下边坡倾倒滑移体的变形机理,分析认为采矿引起的倾倒滑移变形问题是在特定的地质构造和采矿工程条件下产生的,并提出了岩体变形安全性分析方法。通过工程实例,验证了方法的实用性,并针对实际问题提出了变形整治对策。  相似文献   

大型钢结构变形测试方法的研究与实践     

潘国荣 《测绘信息与工程》2005,30(3):45-47

介绍了精密全站仪进行结构测试的原理和方法,通过对某大型游泳跳水馆钢结构网架在张拉和加载试验中的变形测量实践,证明其具有作业简便、能够全面反映结构变形情况之优点,且精度较高,成果可靠。  相似文献   

D-InSAR技术及其在监测地表形变中的应用   总被引：7，自引：0，他引：7  

黄其欢  何秀凤 《全球定位系统》2005,30(3):19-23

首先介绍了D-InSAR技术的基本原理，分析了该技术在地震监测、火山研究和城市地表形变监测以及大型工程形变监测等方面的应用研究情况，并展望未来D-InSAR技术的应用前景  相似文献