Vertical hole induced surface settlement of remolded clay
碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 82 === A series of Laboratory model test was performed to study the vertical hole induced surface settlement of the remolded clay. In addition to the vertical settlement,the soil near the surface tended to b...
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1994
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ndltd-TW-082NTUST5120432016-02-08T04:06:26Z http://ndltd.ncl.edu.tw/handle/02981491249412583673 Vertical hole induced surface settlement of remolded clay 圓柱形垂直孔穴對粘土層表面沉陷行為的影響研究 Chang Hua-Yu 張化宇 碩士 國立臺灣科技大學 營建工程技術學系 82 A series of Laboratory model test was performed to study the vertical hole induced surface settlement of the remolded clay. In addition to the vertical settlement,the soil near the surface tended to be squeezed laterally toward the hole. Therefore,the surface settlement was most significant around the hole and decreased parabolically as the distance increased. No obvious settlement was found at the distance of 8∼9D (D is the diameter of the hole)from the hole. Most of the surface settlement occured shortly after the hole was created and magnitude of settlement linearly with the diameter of the hole. The hole would still exist after the settlement was completed. However,if the hole could be refilled with concrete after most of the settlement had occured,further settlement within the area of 4.5D from the hole would be terminated and the loss of soil strength due to stress relief could be reduced also. Liao Hong-Jiun 廖洪鈞 1994 學位論文 ; thesis 99 zh-TW |
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碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 82 === A series of Laboratory model test was performed to study the
vertical hole induced surface settlement of the remolded clay.
In addition to the vertical settlement,the soil near the
surface tended to be squeezed laterally toward the hole.
Therefore,the surface settlement was most significant around
the hole and decreased parabolically as the distance increased.
No obvious settlement was found at the distance of 8∼9D (D is
the diameter of the hole)from the hole. Most of the surface
settlement occured shortly after the hole was created and
magnitude of settlement linearly with the diameter of the hole.
The hole would still exist after the settlement was completed.
However,if the hole could be refilled with concrete after most
of the settlement had occured,further settlement within the
area of 4.5D from the hole would be terminated and the loss of
soil strength due to stress relief could be reduced also.
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author2 |
Liao Hong-Jiun |
author_facet |
Liao Hong-Jiun Chang Hua-Yu 張化宇 |
author |
Chang Hua-Yu 張化宇 |
spellingShingle |
Chang Hua-Yu 張化宇 Vertical hole induced surface settlement of remolded clay |
author_sort |
Chang Hua-Yu |
title |
Vertical hole induced surface settlement of remolded clay |
title_short |
Vertical hole induced surface settlement of remolded clay |
title_full |
Vertical hole induced surface settlement of remolded clay |
title_fullStr |
Vertical hole induced surface settlement of remolded clay |
title_full_unstemmed |
Vertical hole induced surface settlement of remolded clay |
title_sort |
vertical hole induced surface settlement of remolded clay |
publishDate |
1994 |
url |
http://ndltd.ncl.edu.tw/handle/02981491249412583673 |
work_keys_str_mv |
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