Behavior of a Braced Excavation in Soft Clay and the Undrained Shear Strength for Passive Earth Pressure-Reference-Cited by-同舟云学术

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Behavior of a Braced Excavation in Soft Clay and the Undrained Shear Strength for Passive Earth Pressure

Published:1994-03 Issue:1 Volume:34 Page:53-64
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Tanaka Hiroyuki

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference20 articles.

1. Recommendation for Design and Construction Practice of Earth Retaining for Excavation;Architectural Institute of Japan,1988

2. Earth pressures on flexible structures—a state of the art report;Bjerrum;Proc of 5th ECSMFE,1972

3. Stability of strutted excavations in clay;Bjerrum;Géotechnique,1956

4. State of the art report on stress-deformation and strength characteristics;Ladd;Proc. of 9th ICSMFE,1977

5. Soil Mechanics, SI Version;Lambe,1969

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Analysis of Lateral Displacement Law of Deep Foundation Pit Support in Soft Soil Based on Improved MSD Method;Advances in Civil Engineering;2021-03-31

2. Earth Pressure Envelope for Retaining Wall in Jointed Rock Ground;KSCE Journal of Civil Engineering;2019-11-12

3. Behavior of braced excavation in sand under a seismic condition: experimental and numerical studies;Earthquake Engineering and Engineering Vibration;2018-04

4. A large-scale excavation in soft Holocene deposit and its elasto-viscoplastic analysis;Acta Geotechnica;2016-03-02

5. Conclusions and Future Work;Advanced Topics in Science and Technology in China;2015-12-02

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