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Tai-Tien Wang

Bio: Tai-Tien Wang is an academic researcher from National Taiwan University. The author has contributed to research in topics: Rock mass classification & Joint (geology). The author has an hindex of 15, co-authored 55 publications receiving 1096 citations. Previous affiliations of Tai-Tien Wang include National Taipei University of Technology.


Papers
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TL;DR: In this paper, a systematic assessment of damage in the mountain tunnels in Taiwan after the Chi-Chi earthquake was carried out and the results showed that the degree of damage is associated with the geological condition and structural arrangement of the tunnel.

463 citations

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TL;DR: In this paper, a mathematical model and an associated numerical implementation accounting for the anisotropy in strength and deformation induced by the existence of ubiquitous joints was proposed to simulate the complete deformation of rock mass with multi-sets of joints.

97 citations

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TL;DR: In this article, the authors apply a novel approach to identify the possible causes of specific crack patterns on a tunnel lining surface resulting from neighboring slope instability, and provide some suggestions for tunnel structural safety inspections and associated techniques.

87 citations

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TL;DR: Wang et al. as discussed by the authors proposed a modified smooth-joint model using the distinct element method (DEM) to simulate the anisotropic behavior of jointed rock mass, which adopted a relation of the roughness angle and the normal stress on the joint face to consider the effect of joint roughness and orientation on the shear strength.

68 citations

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TL;DR: In this article, the authors investigated the influence of the depth of a tunnel on its seismic damage and found that when the depth is one quarter of the wavelength, the amplification of the seismically induced stress is particularly pronounced.

65 citations


Cited by
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11 Jun 2010
Abstract: The validity of the cubic law for laminar flow of fluids through open fractures consisting of parallel planar plates has been established by others over a wide range of conditions with apertures ranging down to a minimum of 0.2 µm. The law may be given in simplified form by Q/Δh = C(2b)3, where Q is the flow rate, Δh is the difference in hydraulic head, C is a constant that depends on the flow geometry and fluid properties, and 2b is the fracture aperture. The validity of this law for flow in a closed fracture where the surfaces are in contact and the aperture is being decreased under stress has been investigated at room temperature by using homogeneous samples of granite, basalt, and marble. Tension fractures were artificially induced, and the laboratory setup used radial as well as straight flow geometries. Apertures ranged from 250 down to 4µm, which was the minimum size that could be attained under a normal stress of 20 MPa. The cubic law was found to be valid whether the fracture surfaces were held open or were being closed under stress, and the results are not dependent on rock type. Permeability was uniquely defined by fracture aperture and was independent of the stress history used in these investigations. The effects of deviations from the ideal parallel plate concept only cause an apparent reduction in flow and may be incorporated into the cubic law by replacing C by C/ƒ. The factor ƒ varied from 1.04 to 1.65 in these investigations. The model of a fracture that is being closed under normal stress is visualized as being controlled by the strength of the asperities that are in contact. These contact areas are able to withstand significant stresses while maintaining space for fluids to continue to flow as the fracture aperture decreases. The controlling factor is the magnitude of the aperture, and since flow depends on (2b)3, a slight change in aperture evidently can easily dominate any other change in the geometry of the flow field. Thus one does not see any noticeable shift in the correlations of our experimental results in passing from a condition where the fracture surfaces were held open to one where the surfaces were being closed under stress.

1,557 citations

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TL;DR: A novel image recognition algorithm for semantic segmentation of crack and leakage defects of metro shield tunnel using hierarchies of features extracted by fully convolutional network (FCN) can be employed to rapidly and accurately recognize defects for structure health monitoring and maintenance of metro Shield tunnels.

255 citations

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TL;DR: An improved deep fully convolutional neural network, named as CrackSegNet, is proposed to conduct dense pixel-wise crack segmentation, making tunnel inspection and monitoring highly efficient, low cost, and eventually automatable.

229 citations

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TL;DR: In this paper, a full-dimensional dynamic finite element model of the tunnel and rock system is used to assess the seismic damage observed in the tunnel, and to evaluate the influence of the longitudinal and vertical motions on the seismic response.

170 citations

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TL;DR: In this paper, the effects of input motion characteristics on seismic behavior of circular and square tunnels were investigated using dynamic centrifuge tests on model tunnels using input motions of different amplitude and frequency.

169 citations