메뉴 건너뛰기
Library Notice
Institutional Access
If you certify, you can access the articles for free.
Check out your institutions.
ex)Hankuk University, Nuri Motors
Log in Register Help KOR
Subject
Humanities
General Humanities History Philosophy Religious Studies Linguistics and Literature Other Humanities
Social science
General Social Science Business Management Tourism Education Military Science Library and Information Science Law Sociology Journalism and Media Studies Psychological Science Political Science and Diplomacy Geography Public Administration Economics International Trade Anthropology Other Social Science
Natural science
General Natural Science Physics Biology Life Sciences Mathematics/Statistics Astronomy Earth Science Chemistry Other Natural Science
Engineering
General Engineering Architectural Engineering Mechanical Engineering Industrial Engineering Material/Energy Engineering Electrical and Electronic Engineering Marine and Ocean Engineering Chemical Engineering Computer Science Other Engineering
Medical science
General Medical Science Nursing Science Veterinary Pharmacy Traditional Korean Medicine Basic Medicine Clinical Medicine Other Medicine
Agriculture and Fishery
General Agriculture and Fishery Agriculture Fishery Science Food Science Forestry Animal Husbandry Marine Transportation Studies Other Agriculture and Fishery
Art and Kinesiology
General Arts Design Fine Arts Cosmetology Photography Music Fashion Kinesiology Performing Media Arts Other Arts and Kinesiology
Interdisciplinary Studies
Interdisciplinary Research Science and Technology Studies Brain and Cognitive Science Technology Policy Other Interdisciplinary Studies

KOR

Estimation of Stability for Pretensioned Soil Nailing System by using Shear Strength Reduction Technique
Recommendations
Search
Questions

전단강도감소기법을 이용한 프리텐션 쏘일네일링 공법의 안정성 평가

논문 기본 정보

Type
Proceeding
Author
Journal
Korean Geo-Environmental Society Proceedings of Korean Geo-Environmental Society 한국지반환경공학회 2002년도 학술발표회논문집 2002년도
Published
2002.9
Pages
227 - 232 (6page)

Usage

cover
📌
Topic
📖
Background
🔬
Method
🏆
Result
Estimation of Stability for Pretensioned Soil Nailing System by using Shear Strength Reduction Technique
Ask AI
Recommendations
Search
Questions

Abstract· Keywords

Report Errors
In Korea, there are recently many attempts to expand a temporary soil nailing system into a permanent soil nailing system since the first construction in 1993. And the ground anchor system occasionally may not be used because of space limitations in urban excavation sites nearby the existing structures. In these cases, soil nailing system with relatively short lengths of nails can be efficiently adopted as an alternative method. The general soil nailing system, however, may result in excessive deformations particularly in an upper excavation zone of the weak subsoils. The pretension soil nailing system then, could play important roles to reduce deformations as well as to improve stability. In the present study, estimation of stability for pre tensioned soil nailed slopes including tension force is introduced by numerical technique. The numerical technique as shear strength reduction technique used for determining a potential failure surface and minimum factor of safety is proposed. Also, the parametric analysis are carried out for the typical section of pretensioned soil nailing system using FLAC^(2D) program and are compared with the results of Visual Nail program based on a limit equilibrium analysis for quantitative analysis.

Contents

SYNOPSIS

1. 서론

2. 프리텐션 쏘일네일링 공법을 이용한 지하굴착 및 사면보강

3. 분석 및 고찰

4. 결론

참고문헌

References (0)

Add References
If the reference is being serviced by DBpia, please register through [Add Reference]

Recommendations

It is an article recommended by DBpia according to the article similarity. Check out the related articles!

Related Authors

Frequently Viewed Together

A Study on the Shear Strength Reduction Technique of Slope Stability Analysis
Kim Young Muk ,  Lee Kyoung Ha ,  Lim Kwang Su 대한토목학회 학술대회 2006 .10
Stability Analysis of the Inclined Pillars by Scaled Model Test
Jong-Gwan Kim ,  Hyung-Sik Yang TUNNEL AND UNDERGROUND SPACE 2016 .12
A Study on the Stability Estimation of Precast Modular Retaining Walls by the Shear Strength Reduction Method
Kang ,  In Kyu ,  Bae and others 7 대한토목학회 학술대회 2013 .10
Shear Strength Degradation Model for RC Columns according to Hoop Details
Kim ,  Chul Goo ,  Pa 한국콘크리트학회 학술대회 논문집 2016 .05
Problems and Technical Direction for Ground Anchors
Kang ,  In Kyu ,  Kim and others 5 대한토목학회 학술대회 2015 .10

Recently viewed articles

A Study on Satisfaction Level of Reverse Mortgage Users to Activate the Reverse Mortgage
Choi Kyung-jin, Heuiju ChunKorea Insurance Research Institute2021
 A Study on the Program State and Goal in the Future of Korean Public Service Broadcasting KBS in mulyimedia and multimedia and multichannel Era
Han Tae HakSociety for journalism and communication studies2007.12

Comments(0)

0

Write first comments.

UCI(KEPA) : I410-ECN-0101-2009-532-017811074