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Untitled
The Institute of Theoretical and Applied Mechanics
8
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on CD, section: .:
PDF
PLANE WAVE AT THE INTERFACE BETWEEN WATER AND A GASSY POROELASTIC LAYER WITH UNDERLYING ELASTIC SEABED
Chen, Weiyun
;
Chen, Guoxing
Based on the multiphase poroelasticity theory, the reflection characteristics of an obliquely incident plane wave upon a plane interface between overlying water and a gas [...]
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2.
Original version of the author's contribution as presented on CD, section: [RS28] Wave propagation .:
PDF
THREE-DIMENSIONAL NUMERICAL MODELING OF SEISMIC WAVE PROPAGATION IN WUDU BASIN, CHINA
Zhang, Xiaolong
;
Lu, Ming
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3.
Original version of the author's contribution as presented on CD, section: [RS28] Wave propagation .:
PDF
ACOUSTIC REVERSE-TIME MIGRATION BASED ON MESH-FREE FINITE-DIFFERENCE
Cai, Xiaohui
;
Chen, Guoxing
As an important technique in many engineering and scientific fields, reverse-time migration (RTM) is a powerful tool for imaging geologically complex structures undergrou [...]
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4.
Original version of the author's contribution as presented on USB, paper 706.:
PDF
Effect of the Principal Stress Direction on Undrained Cyclic Behaviour of Saturated Silt Using a Hollow Cylinder Apparatus
Zhao, Kai
;
Zhou, Zhenglong
The impact of fabric anisotropy on the behaviour of soil has been paid great attention; however, the effects of the principal stress direction on the cyclic undrained res [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0142.:
PDF
Study on the Earthquake Response of Subway Station Built in Soft Sites with Different Thickness of Soft Soil Layers
Zhuang, Haiyang
;
Wang, Xiuxing
To research how the thickness of the soft soil layer to affect the earthquake response of subway station, the finite-element method is used to model the nonlinear soil-su [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 12-03-0105.:
PDF
Effects of Consolidation Time on Dynamic Shear Modulus of Soft Clay
Wang, Binghui
;
Zhang, Jiyan
The hardened effect that represents the soft clay harden gradually with the increment of consolidation time, makes dynamic shear modulus of soft clay increased; meanwhile [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: S06-001.:
PDF
Comparing Liquefaction Procedures in the U.S.and China
Moss, Robb Eric S.
;
Chen, Guoxing X.
Liquefaction is a common occurrence in seismic areas in the United States and China. These countries use different methods to evaluate the potential for liquefaction. Thi [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: 12-01-0113.:
PDF
Design and Performance of a Large-Scale Soil Laminar Shear Box in Shaking Table Test
Huang, Chunxia
;
Sui, Zhilong
The liquefaction of saturate sand is an eye-catching problem in geotechnical earthquake engineering. Amongst the various remedial measures available, the use of stone col [...]
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