Influence of added clay mineral on engineering properties of laterite
碩士 === 國立臺灣海洋大學 === 河海工程學系 === 99 === Series of laboratory tests are performed to study the basic physical properties of laterite taleen from Taoyuan plateau. Unconfined compression permeability , and atterbeng tests are also performed for laterite with and(or) without additive of nano-clay, kaolini...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2011
|
Online Access: | http://ndltd.ncl.edu.tw/handle/35031101329826455126 |
id |
ndltd-TW-099NTOU5192027 |
---|---|
record_format |
oai_dc |
spelling |
ndltd-TW-099NTOU51920272015-10-16T04:03:27Z http://ndltd.ncl.edu.tw/handle/35031101329826455126 Influence of added clay mineral on engineering properties of laterite 添加黏土礦物對紅土工程性質之影響 Yi-Chen Chen 陳怡蓁 碩士 國立臺灣海洋大學 河海工程學系 99 Series of laboratory tests are performed to study the basic physical properties of laterite taleen from Taoyuan plateau. Unconfined compression permeability , and atterbeng tests are also performed for laterite with and(or) without additive of nano-clay, kaolinite and bentonite. Test results shows that (1) plasticity index (PI) of laterite increases gradually as content of nano-clay, kaolinite and bentonite increases;(2) unconfined strength decreases as PI increases, however, for laterite mixed with betonite more than 3%, unconfined strength increases as PI increases;(3) permeability is not related well with PI as shown in unconfined strength. Shuh-Gi Chern 陳俶季 2011 學位論文 ; thesis 73 zh-TW |
collection |
NDLTD |
language |
zh-TW |
format |
Others
|
sources |
NDLTD |
description |
碩士 === 國立臺灣海洋大學 === 河海工程學系 === 99 === Series of laboratory tests are performed to study the basic physical properties of laterite taleen from Taoyuan plateau. Unconfined compression permeability , and atterbeng tests are also performed for laterite with and(or) without additive of nano-clay, kaolinite and bentonite.
Test results shows that (1) plasticity index (PI) of laterite increases gradually as content of nano-clay, kaolinite and bentonite increases;(2) unconfined strength decreases as PI increases, however, for laterite mixed with betonite more than 3%, unconfined strength increases as PI increases;(3) permeability is not related well with PI as shown in unconfined strength.
|
author2 |
Shuh-Gi Chern |
author_facet |
Shuh-Gi Chern Yi-Chen Chen 陳怡蓁 |
author |
Yi-Chen Chen 陳怡蓁 |
spellingShingle |
Yi-Chen Chen 陳怡蓁 Influence of added clay mineral on engineering properties of laterite |
author_sort |
Yi-Chen Chen |
title |
Influence of added clay mineral on engineering properties of laterite |
title_short |
Influence of added clay mineral on engineering properties of laterite |
title_full |
Influence of added clay mineral on engineering properties of laterite |
title_fullStr |
Influence of added clay mineral on engineering properties of laterite |
title_full_unstemmed |
Influence of added clay mineral on engineering properties of laterite |
title_sort |
influence of added clay mineral on engineering properties of laterite |
publishDate |
2011 |
url |
http://ndltd.ncl.edu.tw/handle/35031101329826455126 |
work_keys_str_mv |
AT yichenchen influenceofaddedclaymineralonengineeringpropertiesoflaterite AT chényízhēn influenceofaddedclaymineralonengineeringpropertiesoflaterite AT yichenchen tiānjiāniántǔkuàngwùduìhóngtǔgōngchéngxìngzhìzhīyǐngxiǎng AT chényízhēn tiānjiāniántǔkuàngwùduìhóngtǔgōngchéngxìngzhìzhīyǐngxiǎng |
_version_ |
1718092442227441664 |