Required unfactored geosynthetic strength of three-dimensional reinforced soil structures comprised of cohesive backfills-Reference-Cited by-同舟云学术

Required unfactored geosynthetic strength of three-dimensional reinforced soil structures comprised of cohesive backfills

Author:

Chen Yanbo,Gao Yufeng,Yang Shangchuan,Zhang Fei

Funder

Natural Science Foundation of China

the Program of Introducing Talents of Discipline to Universities

Ministry of Education of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference36 articles.

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3. Code of Practice for Strengthened/reinforced Soil and Other Fills. BS 8006, London;British Standards Institution (BSI),1995

4. Code of Practice for Strengthened/reinforced Soil and Other Fills. BS 8006, London;British Standards Institution (BSI),2010

5. Code of Practice for Strengthened/reinforced Soil and Other Fills. BS 8006, London;British Standards Institution (BSI),2011

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