지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
초록· 키워드
오류제보하기
In this paper, we compared and analyzed for safety 1.2m rectangular anchor block and arch-type root anchor block. First, numerical analysis was performed three-dimensional nonlinear method by numerical model test using finite element analysis program "Visual FEA". Then, measure displacement of the surface of the earth after construct each anchor block at 14M electric pole and increase loads through field verification tests for safety evaluation.
목차
Abstract
1. 서론
2. 본론
3. 결론
References
참고문헌 (12)
참고문헌 신청
1. [단행본] - Editorial department / 2008 / Design basis2 / KEPCO
2. [단행본] - KEOCO Distribution Line Automation / 2001 / Distribution Line Execution Standard
3. [단행본] - Braja, M. DAS / 2009 / Principles of Soil Mechanics / ELSEVIER
4. [학술지(정기간행물)] - M. J. Pender / 1993 / Aseismic pile foundation desing analysis / Bulletin of the Newzealand national society for earthe quake engineering 26 (1)
5. [단행본] - Braja, M. DAS / 2012 / Principles of Geotechnical Engineering / ELSEVIER
2. [단행본] - KEOCO Distribution Line Automation / 2001 / Distribution Line Execution Standard
3. [단행본] - Braja, M. DAS / 2009 / Principles of Soil Mechanics / ELSEVIER
4. [학술지(정기간행물)] - M. J. Pender / 1993 / Aseismic pile foundation desing analysis / Bulletin of the Newzealand national society for earthe quake engineering 26 (1)
5. [단행본] - Braja, M. DAS / 2012 / Principles of Geotechnical Engineering / ELSEVIER
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UCI(KEPA) : I410-ECN-0101-2014-500-002595255