Deformations of geosynthetic reinforced soil under bridge service loads-Reference-Cited by-同舟云学术

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Deformations of geosynthetic reinforced soil under bridge service loads

Published:2016-08 Issue:4 Volume:44 Page:641-653
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Nicks Jennifer E.,Esmaili Danial,Adams Michael T.

Publisher

Elsevier BV

Subject

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

Reference34 articles.

1. Standard Method of Test for Moisture-density Relations of Soils Using a 2.5-kg (5.5-lb) Rammer and a 305-mm (12-in.) Drop;AASHTO T 99,2004

2. Vegas GRS mini pier experiment and the postulate of zero volume change;Adams,2002

3. Secondary settlement of geosynthetic-reinforced soil piers: preliminary results;Adams,2014

4. Lateral deformation of GRS bridge abutments;Adams;Geosynthetics,2015

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1. Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads;Geotextiles and Geomembranes;2024-10

2. Deformation Responses of a Geosynthetic Reinforced Soil-Integrated Bridge System Under Static Loading and Sensitivity Analysis of Influential Factors Based on the Improved Grey Relational Method;Transportation Research Record: Journal of the Transportation Research Board;2024-03-29

3. Ultimate bearing capacity of geosynthetic reinforced soil abutment centrifuge model tests;Geosynthetics International;2024-03-13

4. Assessing Numerical Simulation Methods for Reinforcement–Soil/Block Interactions in Geosynthetic-Reinforced Soil Structures;Buildings;2024-02-03

5. Centrifuge Model Studies on the Load-Bearing Characteristics of Geosynthetic-Reinforced Soil Abutment;Environmental Science and Engineering;2024

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