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Untitled
The Institute of Theoretical and Applied Mechanics
4
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on CD, Paper ID: 04-01-0137.:
PDF
Effect of Consolidation Ratios on Maximum Dynamic Shear Modulus of Sands
Yuan, Xiaoming
;
Sun, Rui
The shear modulus is the most basic parameter and can be attained by the experiments in the field or in the laboratory. The maximum dynamic shear modulus obtained in the [...]
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2.
Original version of the author's contribution as presented on CD, Paper ID: 04-02-0074.:
PDF
Influence of Backfill Cohesion on Seismic Displacement of Gravity Retaining Wall
Wang, Fu-Tong
;
Sun, Jing
Backfill cohesion can significantly reduce active seismic earth pressure. The influence of this factor on earthquake-induced displacement of walls was discussed. Based on [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 04-01-0122.:
PDF
The Effect of Consolidation Ratios on Dynamic Shear Modulus of Soil
Sun, Jing
;
Yuan, Xiaoming
The dynamic shear modulus (DSM) is the most basic soil parameter in earthquake or other dynamic loading conditions and can be obtained through testing in the field and in [...]
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4.
Original version of the author's contribution as presented on CD, paper No. 0786.:
PDF
Assessment of Site Amplification Effect from Input Energy Spectra of Strong Ground Motion
Gong, Maosheng
;
Sun, Jing
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