Efficacy of Engineered Backfilling in Limiting Settlements During Future Deep Excavations-Reference-Cited by-同舟云学术

Efficacy of Engineered Backfilling in Limiting Settlements During Future Deep Excavations

Published:2018-10-20 Issue:4 Volume:4 Page:
ISSN:2199-9260
Container-title:International Journal of Geosynthetics and Ground Engineering
language:en
Short-container-title:Int. J. of Geosynth. and Ground Eng.

Author:

Padmanabhan G.^ORCID,Sasikala G.,Ravisankar A.

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40891-018-0149-3/fulltext.html

Reference34 articles.

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3. Goldberg DT, Jaworski WE, Gordon MD (1976) Lateral support systems and underpinning. Des Constr I:15–24

4. Ou CY, Hsieh PG, Chiou DC (1993) Characteristics of ground surface settlement during excavation. Can Geotech J 30(5):758–767

5. Ou CY, Hsieh PG, Duan SM (2005) A simplified method to estimate the ground surface settlement induced by deep excavation. Geotechnical Research Report

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