The Influence of Previous Cyclic Loading on Liquefaction Behavior of Sand
碩士 === 國立臺灣科技大學 === 營建工程系 === 94 === This research investigates the liquefaction resistance and the maximum shear modulus of Hsin-Dian sand by using cyclic triaxial tests together with bender element tests. The factors to be studied include previous cyclic loading and fines content. Test result...
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ndltd-TW-094NTUS55120232019-05-15T19:18:14Z http://ndltd.ncl.edu.tw/handle/d8csp5 The Influence of Previous Cyclic Loading on Liquefaction Behavior of Sand 前期反復荷重對砂土液化行為之影響 Sung-Wang Wu 吳松旺 碩士 國立臺灣科技大學 營建工程系 94 This research investigates the liquefaction resistance and the maximum shear modulus of Hsin-Dian sand by using cyclic triaxial tests together with bender element tests. The factors to be studied include previous cyclic loading and fines content. Test results show that liquefaction resistance generally would increase with increasing previous cyclic loading up to a critical value, and then it would start decreasing with further increase of previous cyclic loading. The critical value of previous cyclic loading would change with different fines content. In this research, the shear wave velocities of the samples presheared by cyclic loading did not change obviously. The shear wave velocity is influenced mostly by relative density. It indicates that the level of disturbance due to previous cyclic loading is not high enough to have obvious effect on the shear wave velocity. Yao-Chung Chen 陳堯中 2006 學位論文 ; thesis 151 zh-TW |
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碩士 === 國立臺灣科技大學 === 營建工程系 === 94 === This research investigates the liquefaction resistance and the maximum shear modulus of Hsin-Dian sand by using cyclic triaxial tests together with bender element tests. The factors to be studied include previous cyclic loading and fines content.
Test results show that liquefaction resistance generally would increase with increasing previous cyclic loading up to a critical value, and then it would start decreasing with further increase of previous cyclic loading. The critical value of previous cyclic loading would change with different fines content.
In this research, the shear wave velocities of the samples presheared by cyclic loading did not change obviously. The shear wave velocity is influenced mostly by relative density. It indicates that the level of disturbance due to previous cyclic loading is not high enough to have obvious effect on the shear wave velocity.
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author2 |
Yao-Chung Chen |
author_facet |
Yao-Chung Chen Sung-Wang Wu 吳松旺 |
author |
Sung-Wang Wu 吳松旺 |
spellingShingle |
Sung-Wang Wu 吳松旺 The Influence of Previous Cyclic Loading on Liquefaction Behavior of Sand |
author_sort |
Sung-Wang Wu |
title |
The Influence of Previous Cyclic Loading on Liquefaction Behavior of Sand |
title_short |
The Influence of Previous Cyclic Loading on Liquefaction Behavior of Sand |
title_full |
The Influence of Previous Cyclic Loading on Liquefaction Behavior of Sand |
title_fullStr |
The Influence of Previous Cyclic Loading on Liquefaction Behavior of Sand |
title_full_unstemmed |
The Influence of Previous Cyclic Loading on Liquefaction Behavior of Sand |
title_sort |
influence of previous cyclic loading on liquefaction behavior of sand |
publishDate |
2006 |
url |
http://ndltd.ncl.edu.tw/handle/d8csp5 |
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