Bearing Capacity Characteristics and Failure Modes of Low Geosynthetic-Reinforced Embankments Overlying Voids-Reference-Cited by-同舟云学术

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Bearing Capacity Characteristics and Failure Modes of Low Geosynthetic-Reinforced Embankments Overlying Voids

Published:2018-08 Issue:8 Volume:18 Page:04018085
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lai Fengwen¹,Chen Fuquan²,Li Dayong³

Affiliation:

1. Postgraduate Student, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Road, Fuzhou 350116, China.

2. Professor, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Road, Fuzhou 350116, China (corresponding author).

3. Professor, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Road, Fuzhou 350116, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001206

Reference33 articles.

1. Model tests of footings above shallow cavities;Al-Tabbaa A.;Ground Eng.,1989

2. Cavity effect on stability of strip footing in two-layer soils;Azam G.;Geotech. Eng.,1997

3. Stability of Spread Footing Above Void in Clay

4. Bearing Capacity of Strip Footing above Void

5. Effect of geosynthetic reinforced embankment on locally weak zones by numerical approach

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