The Study of application of self-boring pressuremeter for Taipei soft clay
碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 83 === The purposes of this study is to investigate the characteristics of the undrained shear strength, Young''s modulus and the coefficient of lateral earth pressure at rest for Taipei silty clay using self-bor...
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| Language: | zh-TW |
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1995
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| Online Access: | http://ndltd.ncl.edu.tw/handle/84845084139303686652 |
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ndltd-TW-083NTUST512048 |
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ndltd-TW-083NTUST5120482016-07-15T04:12:46Z http://ndltd.ncl.edu.tw/handle/84845084139303686652 The Study of application of self-boring pressuremeter for Taipei soft clay 自鑽式壓力計在台北軟弱粘土層之應用研究 Ming Her Wang 王明合 碩士 國立臺灣科技大學 營建工程技術學系 83 The purposes of this study is to investigate the characteristics of the undrained shear strength, Young''s modulus and the coefficient of lateral earth pressure at rest for Taipei silty clay using self-boring pressuremeter apparatus. It was found that the undrained shear strengths obtained from SBPM were 100% higher than those from conventional shear strength tests. An empirical equation based on regression analysis of SBPB tests and conventional shear strength tests was then proposed. The ratios of initial Young''s modulus to undrained shear strength and unloading/reloading Young''s modulus to undrained shear strength are approximately equal to 400 and 1000 ,respectively .The coefficient of lateral earth pressure at rest is in the range of 0.48 and 0.85, respectively. Chang Yu Ou 歐章煜 1995 學位論文 ; thesis 150 zh-TW |
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NDLTD |
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zh-TW |
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Others
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NDLTD |
| description |
碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 83 === The purposes of this study is to investigate the
characteristics of the undrained shear strength, Young''s
modulus and the coefficient of lateral earth pressure at rest
for Taipei silty clay using self-boring pressuremeter
apparatus. It was found that the undrained shear strengths
obtained from SBPM were 100% higher than those from
conventional shear strength tests. An empirical equation based
on regression analysis of SBPB tests and conventional shear
strength tests was then proposed. The ratios of initial Young''s
modulus to undrained shear strength and unloading/reloading
Young''s modulus to undrained shear strength are approximately
equal to 400 and 1000 ,respectively .The coefficient of lateral
earth pressure at rest is in the range of 0.48 and 0.85,
respectively.
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| author2 |
Chang Yu Ou |
| author_facet |
Chang Yu Ou Ming Her Wang 王明合 |
| author |
Ming Her Wang 王明合 |
| spellingShingle |
Ming Her Wang 王明合 The Study of application of self-boring pressuremeter for Taipei soft clay |
| author_sort |
Ming Her Wang |
| title |
The Study of application of self-boring pressuremeter for Taipei soft clay |
| title_short |
The Study of application of self-boring pressuremeter for Taipei soft clay |
| title_full |
The Study of application of self-boring pressuremeter for Taipei soft clay |
| title_fullStr |
The Study of application of self-boring pressuremeter for Taipei soft clay |
| title_full_unstemmed |
The Study of application of self-boring pressuremeter for Taipei soft clay |
| title_sort |
study of application of self-boring pressuremeter for taipei soft clay |
| publishDate |
1995 |
| url |
http://ndltd.ncl.edu.tw/handle/84845084139303686652 |
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