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RISResponse of framed buildings to excavation induced movements
Calibration of model uncertainties in base heave stability for wide excavations in clay
TUNNELING MACHINE SELECTION MODEL BASED ON GEOLOGIC PARAMETERS USING AHP METHOD
the excavation team and their weigh influencing on TBM devices choice. For this purpose this article after identifying these factors using AHP method classified them and studied them for case study of Nosoud water tunnel. This study can be classified in terms...
EVALUATION OF CONSTRUCTING UNDERGROUND SPACES EFFECT ON HISTORIC BUILDINGS
Underground spaces in contemporary cities have many uses. One major use of such spaces is to construct metro tunnels. Utilizing such spaces has a number of advantages but there is the potential of damaging existing buildings ...
Seismic Analysis of the Soil-Structure Interaction for a High Rise Building Adjacent to Deep Excavation
Soil–structure interaction is referred to the process in which the soil response is influenced by the structure motion while the latter is influenced by the soil motion. It is of note that the excavation adjacent to the buildings can intensify...
Energy conservation validates deformation mechanisms around model cantilever wall excavations in sand
Finite element analysis of a deep excavation: A case study from the Bangkok MRT
A Numerical Investigation on the Performance of the Brick Stair Wall as a Supporting Structure by Considering Adjacent Building
Considering that one of the most important issues in urban excavations is the interaction between excavation and adjacent buildings, it is always crucial to study the behavior of the excavation system and its adjacent structures. Today, many methods...
تحلیل لرزه ای دیواره گود مسلح شده به روش مهاری به کمک نرم افزار FLAC3D
Different methods such as limit equilibrium and pseudo-static have been widely used for seismic analyses. These methods cannot completely simulate the behavior of site and continuous changes of the acceleration and velocities ...
تحلیل لرزه ای دیواره گود مسح شده به روش مهاری به کمک نرم افزار FLAC 3D
Different methods such as limit equilibrium and pseudo-static have been widely used for seismic analyses. These methods cannot completely simulate the behavior of site and continuous changes of the acceleration and velocities ...