Vol 50, No 3 (2016)

The structure of the acoustic basement of the eastern part of the St. Paul multifault transform fracture system hosts rift paleovalleys and a paleonodal depression that mismatch the position of the currently active zones. This displacement zone, which is composed of five fault troughs, is unstable in terms of the position of the rift segments, which jumped according to redistribution of stresses. The St. Paul system is characterized by straightening of the transform transition between two remote segments of the Mid-Atlantic Ridge (MAR). The eastern part of the system contains anomalous bright-spot-like reflectors on the flattened basement, which is a result of atypical magmatism, that forms the standard ridge relief of the acoustic basement. Deformations of the acoustic basement have a presedimentation character. The present-day deformations with lower amplitude in comparison to the basement are accompanied by acoustic brightening of the sedimentary sequence. The axial Bouguer anomalies in the east of the system continue to the north for 120 km from the active segments of the St. Paul system. Currently seismically active segments of the spreading system are characterized by increasing amplitudes of the E–W displacement along the fault troughs. Cross-correlation of the lengths of the active structural elements of the MAR zone (segments of the ridge and transform fracture zones of displacement) indicates that, statistically, the multifault transform fracture system is a specific type of oceanic strike-slip faults.

The paper is devoted to salt tectonics in marginal oceanic salt-dome basins and is based on a wide synthesis of the literature and the author’s data. For the first time, the general pattern of global distribution of these basins has been illustrated by a map. Their localization and structure, tectonic position and evolution, and peculiar morphokinematic features of salt tectonics are characterized and compared with the attributes of salt tectonics inherent to continental regions. The geodynamic settings of the initial formation of marginal oceanic basins and their present-day arrangement have been refined, as well as the onset of salt tectonics therein, manifested in various styles. It has been shown that the geodynamic type of basin and stages of its geodynamic evolution determine the morphokinematic type of salt tectonics, character of its manifestation, and dislocations in host sedimentary complexes, and, therefore, they are auxiliary indicators of geodynamic regimes. The mechanisms of salt tectonics, its effect on the structure of overlying sedimentary sequences, and localization of hydrocarbon fields are discussed.

New data on the composition, age, structure, and geodynamic settings of the Upper Silurian–lower Middle Carboniferous rocks in the Baikal–Vitim Fold System (BVFS) are reported. These rocks make up the Early Hercynian structural stage of the BVFS, within which the Uda–Vitim, Vitimkan–Tsipa, and Turka–Kurba lithotectonic zones are recognized. The Early Hercynian stage combines rocks of two stratigraphic levels: Upper Silurian–Upper Devonian (S₂–D₃) and Upper–Devonian–Middle Carboniferous (D₃–C₂¹). On the basis of lithostratigraphic and spatiotemporal relationships between sedimentary and volcanic–sedimentary complexes of the Early Hercynian stage three formations are identified, which characterize the main tectonic regimes of the early half of the Late Paleozoic. It has been established that a common paleobasin that evolved through consecutively changing geodynamic settings at the passive and active continental margins existed in the Silurian (?)–early Middle Carboniferous in the northeastern part (in present-day coordinates) of the western Transbaikal region.

The metabasites and mylonitic granites of the East and South East of Chadegan in the Isfahan province are a part of the Sanandaj-Sirjan Zone. This region is a large-scale ductile shear zone which has experienced different phases of deformation and dynamothermal metamorphism. There are at least three phases of deformation in this area. During the first phase which was related to the subduction of the Neotethys oceanic lithosphere under the Iranian microcontinent, the study rocks have experienced regional metamorphism. The second deformational phase was concurrent with the collision between the Arabian plate and the Iranian plate in the Late Cretaceous and caused mylonitization of the metamorphic rocks. The NW–SE trending fold and thrust faults have formed in this stage. The mylonitization have been formed along the dextral transpressional faults. During the third stage of deformation and exhumation of the metamorphic complex, the mylonitic zones have been uplifted to the surface. In this the deformation phase, developed the current morphology of the rocks. The granites have been injected along the extensional shear zones related to the dextral transpressional displacements. These granites are related to the continental collision granites type and have been formed synchronous to the collision between the Arabian and the Iranian plate. Enrichment in LREEs comparison to HREEs and the negative Eu anomaly in the primitive mantle-normalized spidergram and Chondrite-normalized REE patterns support an intra-crustal origin for these granites. Upper continental crust-normalized REE patterns show that in terms of LREEs, are similar to Upper continental crust.

Swelling deformations leading to convergence of tunnels may result in significant difficulties during the construction, in particular for long term use of tunnels. By extracting an experimental based explicit analytical solution for formulating swelling strains as a function of time and stress, swelling strains are predicted from the beginning of excavation and during the service life of tunnel. Results obtained from the analytical model show a proper agreement with experimental results. This closed-form solution has been implemented within a numerical program using the finite element method for predicting time-dependent swelling strain around tunnels. Evaluating effects of swelling parameters on time-dependent strains and tunnel shape on swelling behavior around the tunnel according to this analytical solution is considered. The ground-support interaction and consequent swelling effect on the induced forces in tunnel lining is considered too. Effect of delay in lining installation on swelling pressure which acting on the lining and its structural integrity, is also evaluated. A MATLAB code of “SRAP” is prepared and applied to calculate all swelling analysis around tunnels based on analytical solution.