Assessment of a Hyperbolic Model for Undrained-Cyclic Shearing of Remolded Clay-Reference-Cited by-同舟云学术

Assessment of a Hyperbolic Model for Undrained-Cyclic Shearing of Remolded Clay

Published:2020-07 Issue:7 Volume:146 Page:04020064
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Banerjee Subhadeep¹,Malek Sardar²^ORCID

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu 600036, India (corresponding author).

2. Lecturer, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Ultimo, NSW 2007, Australia. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001780

Reference62 articles.

1. ASTM. 2000. Standard test methods for modulus and damping of soils by the resonant-column method. ASTM D4015-92 West Conshohocken PA: ASTM.

2. ASTM. 2003. Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus. ASTM D3999-91 West Conshohocken PA: ASTM.

3. RESPONSE OF SOFT CLAY STRATA AND CLAY-PILE-RAFT SYSTEMS TO SEISMIC SHAKING

4. Earthquake-induced bending moment in fixed-head piles in soft clay

5. Bjerrum L. 1973. “Problems of soft mechanics and construction on soft clays.” In Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering 111–159. Moscow: USSR.

Cited by 6 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. Macro-element modeling of suction caisson subjected to vertical tensile loading via up-scaling soil stress-strain relations;Ocean Engineering;2024-07

2. Three-Dimensional Numerical Analysis of Static and Cyclic Pull-out Response of Plate Anchors in Reinforced Soft Clay;International Journal of Geosynthetics and Ground Engineering;2024-05-09

3. Inferred Winkler model for uplift response of suction caisson in undrained clays;Acta Geotechnica;2023-06-18

4. Inclusion of small-strain stiffness in monotonic p-y curves for laterally loaded piles in clay;Computers and Geotechnics;2022-10

5. Effect of Particle Size, Moisture Content and Density on the Hyperbolic Model Parameters for Non-cohesive Soil;International Journal of Engineering;2022