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Examination on applicability of ultimate bearing capacity formula by taking account of size effect of footing
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- Ohtsuka Satoru
- Nagaoka University of Technology
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- Dung Huynh Anh
- Nagaoka University of Technology
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- Quang Pham Ngoc
- Nagaoka University of Technology
Bibliographic Information
- Other Title
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- 基礎の寸法効果を考慮した地盤支持力式の適用性に関する検討
Description
<p>This paper examined the applicability of ultimate bearing capacity formula of AIJ by taking account of size effect of footing. The constitutive equation of non-linear shear strength model against the confining stress was employed, which was based on the shear strength property of the Toyoura sand. The effect of cohesion on the ultimate bearing capacity was focused. The coefficients in the formula was computed and compared with the AIJ formula for the combination of cohesion and angle of shear resistance under various footing sizes.</p>
Journal
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- NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan
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NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan 65 (0), 353-, 2019
National Committee for IUTAM
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Details 詳細情報について
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- CRID
- 1390571106618654592
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- NII Article ID
- 130008100918
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- Text Lang
- ja
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- Article Type
- journal article
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- Data Source
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- JaLC
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed
