The steady-state strength of soils after liquefaction during Chi-Chi earthquake.
碩士 === 國立中央大學 === 土木工程研究所 === 90 === Chi-Chi earthquake was intensity led to severe damage due to soil liquefaction in Wufeng, an area beside the western foothills of the island. The post-liquefaction shear strength of sands, called the undrained critical strength. The stability of the original slop...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2002
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/17648857772037820680 |