Evaluating undrained shear-strength of marine clay using free-fall penetration considering uncertainty: an experimental and Bayesian analysis study-Reference-Cited by-同舟云学术

Evaluating undrained shear-strength of marine clay using free-fall penetration considering uncertainty: an experimental and Bayesian analysis study

Published:2024-01-09 Issue:3 Volume:18 Page:706-726
ISSN:1749-9518
Container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
language:en
Short-container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards

Author:

Wu Meng¹²,Zhao Zening¹,Rong Qi¹,Cai Guojun¹³,Duan Wei¹⁴,Wang Caijin¹

Affiliation:

1. Institute of Geotechnical Engineering, Southeast University, Nanjing, People’s Republic of China

2. Institut für Geotechnik, Universität für Bodenkultur Wien, Vienna, Austria

3. School of Civil Engineering, Anhui Jianzhu University, Hefei, People’s Republic of China

4. College of Civil Engineering, Taiyuan University of Technology, Taiyuan, People’s Republic of China

Funder

National Science Fund for Distinguished Young Scholars

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/17499518.2024.2302163

Reference49 articles.

1. Abelev A. K. Tubbs and P. Valent. 2009. “Numerical Investigation of Dynamic Free-Fall Penetrometers in Soft Cohesive Marine Sediments Using a Finite Difference Approach.” Paper presented at the OCEANS 2009 26–29 October 2009.

2. ASTM. 2020. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM Standard D2487. American Society for Testing and Materials West Conshohocken PA.

3. Beard R. M. 1981. “A Penetrometer for Deep Ocean Seafloor Exploration.” Paper presented at the Oceans.

4. Installation of dynamically embedded plate anchors as assessed through field tests

5. In Situ Measurement of the Dynamic Penetration of Free-Fall Projectiles in Soft Soils Using a Low-Cost Inertial Measurement Unit