Pressuremeter Tests in Unsaturated Soils
碩士 === 國立交通大學 === 土木工程學系 === 100 === Because the difficulties involved in field tests in unsaturated soils, we often perform laboratory tests on reconstituted soil samples to determine the mechanical properties of unsaturated soils, such as soil water characteristic curves and shear strength under v...
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ndltd-TW-100NCTU50150162015-10-13T20:37:27Z http://ndltd.ncl.edu.tw/handle/86947731198181258038 Pressuremeter Tests in Unsaturated Soils 非飽和土壤傍壓儀現地試驗 Huang, Bin-ching 黃秉濬 碩士 國立交通大學 土木工程學系 100 Because the difficulties involved in field tests in unsaturated soils, we often perform laboratory tests on reconstituted soil samples to determine the mechanical properties of unsaturated soils, such as soil water characteristic curves and shear strength under various matric suctions. However, soil water characteristic curve can be affected by stress state, disturbance, initial void ratio, and moisture content, etc. Characterization of unsaturated soils in situ can be a more desirable approach. Taking advantage of the optic fiber Bragg grating sensing techniques, the author modified an existing pressuremeter to enhance the sensitivity of its strain and pressure measdurement capabilities. A test site was set up within the campus of National Chiao Tung University. A series of field pressuremeter tests were performed in unsaturated soils under various matric suctions. The thesis describes the modifiaction of the pressuremeter and the field test proceduree. The pressuremeter test results are interpreted according to cavity expansion theory considering the effects of matric suction. Huang, An-Bin 黃安斌 2011 學位論文 ; thesis 146 zh-TW |
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碩士 === 國立交通大學 === 土木工程學系 === 100 === Because the difficulties involved in field tests in unsaturated soils, we often perform laboratory tests on reconstituted soil samples to determine the mechanical properties of unsaturated soils, such as soil water characteristic curves and shear strength under various matric suctions. However, soil water characteristic curve can be affected by stress state, disturbance, initial void ratio, and moisture content, etc. Characterization of unsaturated soils in situ can be a more desirable approach. Taking advantage of the optic fiber Bragg grating sensing techniques, the author modified an existing pressuremeter to enhance the sensitivity of its strain and pressure measdurement capabilities. A test site was set up within the campus of National Chiao Tung University. A series of field pressuremeter tests were performed in unsaturated soils under various matric suctions. The thesis describes the modifiaction of the pressuremeter and the field test proceduree. The pressuremeter test results are interpreted according to cavity expansion theory considering the effects of matric suction.
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author2 |
Huang, An-Bin |
author_facet |
Huang, An-Bin Huang, Bin-ching 黃秉濬 |
author |
Huang, Bin-ching 黃秉濬 |
spellingShingle |
Huang, Bin-ching 黃秉濬 Pressuremeter Tests in Unsaturated Soils |
author_sort |
Huang, Bin-ching |
title |
Pressuremeter Tests in Unsaturated Soils |
title_short |
Pressuremeter Tests in Unsaturated Soils |
title_full |
Pressuremeter Tests in Unsaturated Soils |
title_fullStr |
Pressuremeter Tests in Unsaturated Soils |
title_full_unstemmed |
Pressuremeter Tests in Unsaturated Soils |
title_sort |
pressuremeter tests in unsaturated soils |
publishDate |
2011 |
url |
http://ndltd.ncl.edu.tw/handle/86947731198181258038 |
work_keys_str_mv |
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