A Subgrade Reaction Solution for Anchored Dowel Piles to Stabilize Landslides-Reference-Cited by-同舟云学术

A Subgrade Reaction Solution for Anchored Dowel Piles to Stabilize Landslides

Published:2017 Issue: Volume: Page:455-460
ISSN:
Container-title:Advancing Culture of Living with Landslides
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Author:

Cai Fei

Publisher

Springer International Publishing

Link

http://link.springer.com/content/pdf/10.1007/978-3-319-53487-9_53

Reference17 articles.

1. Banerjee PK, Davies TG (1978) The behavior of axially and laterally loaded single pile embedded in non-homogeneous soils. Géotechnique. 28(3):309–326

2. Broms BB (1964) Lateral resistance of piles in cohesive soils. J Soil Mech Found Div ASCE 90(2):27–63

3. Cai F, Ugai K (2003) Response of flexible piles under laterally linear movement of the sliding layer in landslides. Can Geotech J 40(1):46–53

4. Cai F, Ugai K (2011) A subgrade reaction solution for piles to stabilise landslides. Géotechnique 61(2):143–151

5. Decourt L (1991) Load-deflection prediction for laterally loaded piles based on N-SPT values. In: Proceedings of 9th Pan-American conference on soil mechanics and foundation engineering. Vita del Mar, Chile, 26–30 Aug 1991, pp 549–556

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