For Libraries For Publication Open Access Downloads About Us Contact Us
Paper Titles
Numerical Simulation Analysis of the Construction Mechanics in the Process of Tunnel Excavation
p.1590
Nonlinear Analysis on Flexural Behavior of Externally Prestressed Composite Beam
p.1596
Numerical Simulation Analysis for Foundation Settlement Sensitivity on LiShuiGou Aqueduct of ShiMen Reservoir
p.1601
Seismic Response Modification Factor of Eccentrically Brace Steel Frame
p.1605
Research about Influence of Loess Cave Dwelling’s Leg Width on Safety Factor by Strength Reduction Method
p.1609
FEM Simulation of an Elliptical-Shaped Corrugated Steel Culvert Pipe for Highway Construction
p.1613
Preparation of Composite-Fiber Reinforced External Wall Board without Asbestos
p.1617
National Level Infrastructure Condition Assessment: Principles and Metrics
p.1622
Lattice Concrete Wall Structure Optimization and Numerical Analysis
p.1628

Research about Influence of Loess Cave Dwelling’s Leg Width on Safety Factor by Strength Reduction Method

Article Preview

Abstract:

The loess cave dwelling are very common along the Yellow River in China，which are really green building. This paper focus on the influence of cave leg’s width on the safety factor. Abaqus software and Strength Reduction Method are used. Results show that existing cave leg width is safe enough.

You might also be interested in these eBooks
Frontiers of Green Building, Materials and Civil Engineering View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

1609-1612

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.1609

Citation:

Cite this paper

Online since:

July 2011

Authors:

Ping Gong Guo, Li Ping Tong

Keywords:

Green Building, Leg Width, Loess Cave Dwelling, Safety Factor, Strength Reduction Method

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

References

[1] Yoon, Hong-key: GeoJournal, May/June(1990), pp.95-102.

Google Scholar

[2] Zienkiewicz OC, Humpheson C, Lewis RW: Geotechnique, Vol. 4(1975), pp.671-689.

Google Scholar

[3] Griffiths D V, Lane P A: Geotechnique, Vol. 3(1999), pp.387-403.

Google Scholar

[4] Mateui T, San K C: Soils and Foundations, Vol. 1(1992), pp.59-70.

Google Scholar

[5] Ugai K, Leshchinaky D: Soils and Foundations, Vol. 4(1995), pp.1-7.

Google Scholar

[6] Daw son E M, Roth W H, Drescher A: Geotechnique, Vol. 6(1999), pp.835-840.

Google Scholar

[7] Ugai K: Soils and Foundation, Vol. 2(1989), pp.190-195.

Google Scholar

[8] Tong Liping, Han Cuiping: Construction technology, Vol. 6(2008), pp.113-118, in Chinese.

Google Scholar

[9] Ren Xia: Journal of Lanzhou railway institute, Vol. 4(1993), pp.1-7, in Chinese.

Google Scholar

[10] Tong Liping, Han Cuiping: Sichuan building science, Vol. 2(2009), pp.71-73, in Chinese.

Google Scholar

© 2025 Trans Tech Publications Ltd. All rights are reserved, including those for text and data mining, AI training, and similar technologies. For open access content, terms of the Creative Commons licensing CC-BY are applied.
Scientific.Net is a registered trademark of Trans Tech Publications Ltd.