Coupling effect of roughness and normal pressure on mechanical characteristics and failure mode of deep-sea sediment interface-Reference-Cited by-同舟云学术

Coupling effect of roughness and normal pressure on mechanical characteristics and failure mode of deep-sea sediment interface

Published:2023-01 Issue: Volume:267 Page:113255
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Zheng Zheng,El Naggar M. Hesham,Wang Jinlin,Yang Qing

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference48 articles.

1. Standard Test Method for Determining the Coefficient of Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the Direct Shear Method,2002

2. Standard Test Method for Particle-Size Analysis of Soils, D422-63,2007

3. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), D2487-17,2017

4. Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils, D4767-11,2020

5. On the behaviour of deep-ocean sediments;Baudet;Geotechnique,2004

Cited by 5 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. The effect of shear rate and overconsolidation ratios on undrained clay–suction caisson interface behaviors;Applied Ocean Research;2024-06

2. Investigation of the Shear Mechanism at Sand-Concrete Interface under the Influence of the Concave Groove Angle of the Contact Surface;Buildings;2024-05-17

3. Shear rate effect on clay-structure interface strength properties in various interface boundary conditions;Soil Dynamics and Earthquake Engineering;2024-02

4. Study on Cyclic Shear Properties of Siliceous Sand–Steel Interface under Different Normal Loading Conditions;Buildings;2023-09-04

5. Experimental study of the interface evolution behavior and softening mechanism of structure-marine soil;Soils and Foundations;2023-06