Key Construction Technology for Highway on Soft Foundation

Yang Lin; Ya Bo He

doi:10.4028/www.scientific.net/AMR.243-249.6113

Paper Titles

Design and Construction of the Support Structure of Deep Foundation Pit for a Cement Plant in SR Vietnam
p.6093

Computer Method for Tower Crane Foundation Design
p.6097

Change Characteristics Analysis of the Aged Pavement Asphalt Components
p.6101

The Exploration of Water-Saving in Building Water-Drainage
p.6106

Key Construction Technology for Highway on Soft Foundation
p.6113

Prediction of Concrete Strength Using Fuzzy Neural Networks
p.6121

Aggregate Shape Effect on Mesoscale Modeling of Concrete under High Strain Rate Tension
p.6127

Modeling Method of Analysis of Complicated Bridge Structures Based on Design Drawings
p.6131

Study on Virtual Building Electricity Laboratory
p.6138

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Key Construction Technology for Highway on Soft...

Key Construction Technology for Highway on Soft Foundation

Abstract:

In recent years, a lot of research practices have been done on improving the quality of subgrade construction and solving the differential settlement of subgrade. Therefore, key construction technology for highway on soft foundation is very important. This paper analysis common engineering problems on soft foundation and the development status for soft soil treatment technology, then build up the technology trends on it.

You might also be interested in these eBooks

Advances in Civil Engineering and Architecture

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

6113-6117

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.6113

Citation:

Cite this paper

Online since:

May 2011

Authors:

Yang Lin, Ya Bo He

Keywords:

Development Status, Empirical Study, Highway, J3043, Key Construction Technology, Technology Trends

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Fujiwara H,Ues,Yasuhara. Consolidation of alluvial clay under repeated loading [J].Soils and Foundation 1985, 25(3)：19-30.

DOI: 10.3208/sandf1972.25.3_19

Google Scholar

[2] DANIEL J,THIELE,MAHER K. TADROS and JOSEPH V BENAK(1990).State of the Art for Control of Bridge Approach Settlement，Bridge Evaluation，Repair and Rehabilization，57-70.

DOI: 10.1007/978-94-009-2153-5_5

Google Scholar

[3] Stewart, Card F.(1985). Highway Structure Approaches,California Department of Transportation.

Google Scholar

[4] Yang Guanghua， A simplified Analysis Method for the Nonlinear Settlement of Single pile. Proce. of 2nd Int. Sym. on struc. and Found. Of Civil Eng. ，Jan. 1997. Hong Kong.

Google Scholar

[5] WANG Jiang-fei; LI Qian-ling, Discussion on Soft Soil Treatment Technology, [J].Transport Standardization, 2010.2

Google Scholar

[6] ZHAO Qing-xin CONG Lin;On settlement forecasting technology and application on soft-soil foundation [J]. Shanxi Architecture, 2010.01

Google Scholar

[7] Zhu Yan; Experimental Investigation of Soft Roadbed Strengthening by Vacuum Pre-pressing Method in Field; Municipal Engineering Technology [J], 2010.01

Google Scholar

[8] ZHOU Da-yong; Dynamic control of soft soil subgrade construction on highway; Shanxi Architecture

Google Scholar

[9] HUANG Shi-bin; Analysis of Vacuum Preloading Pushing Nethod Used in Soft Soil Subgrade; Coal Technology [J], 2010.02

Google Scholar

[10] Yang Guanghua，A New Elasto-plastic Constitutive Model for Soils，lnt. Couf. On Soils Eng. Science Press. Guang zhou，China.

Google Scholar