Arched Soil-Cement Walls for Soft Ground Reinforcement of Dike Slope

Article Preview

Abstract:

New structure of long straight walls with arched retaining wall was raised to improve the anti-sliding capacity of embankment soft ground. The arched walls embedded in the soft subsoil will transfer lateral forces in reasonable ways. Detailed research shows that the structure of arched walls can greatly increase slope stability and reliability.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 374-377)

Pages:

2061-2065

Citation:

Online since:

October 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Sulin Ye (1998) . "Ground Handling Manual" M. Beijing: China Architecture & Building Press. In Chinese.

Google Scholar

[2] Jie Niu (2010). ''Soil-cement Optimization Design''D. Hefei University of Technology,5-5. In Chinese.

Google Scholar

[3] ACI Committee 230.(1990).''State-of-the-art report on soil cement.''ACI Mater.J.,87 (4),395–417.

Google Scholar

[4] Adaska W.S.(1991).''Soil cement: a material with many applications.'' Concr.Int.:Des.Constr.,13(1),49–52.

Google Scholar

[5] Lin K.Q.,and Wong, I.H.(1999).J.Geotech.Geoenviron.Eng.,125(4),309–320.

Google Scholar

[6] Kenneth B.Andromalos,Yasser A.Hegazyand Brian H.Jasperse (2001) "Stabilization Of Soft Soils By Soil Mixing."C.Soft ground technology: proceedings of the Soft Ground Technology Conference,194-206.

DOI: 10.1061/40552(301)16

Google Scholar

[7] Gang Chen (2010) "Analysis of arch combination of structural piles." J.Sichuan Building Science,36(1),124-127. In Chineses.

Google Scholar

[8] Shoude LI, Structures of arched walls for slope reinforcement, adopt patent application, 2011.

Google Scholar