Undrained shear strength evaluation for hydrate-bearing sediment overlying strata in the Shenhu area, northern South China Sea

Y Li, G Hu, N Wu, C Liu, Q Chen, C Li - Acta Oceanologica Sinica, 2019 - Springer
The undrained shear strength of shallow strata is a critical parameter for safety design in
deep-water operations. In situ piezocone penetration tests (CPTU) and laboratory …

Empirical correlations of soil parameters based on piezocone penetration tests (CPTU) for Hong Kong-Zhuhai-Macau Bridge (HZMB) project

W Duan, SSC Congress, G Cai, AJ Puppala… - Transportation …, 2021 - Elsevier
The site investigation is a key part of the foundation analysis and design in the Hong Kong-
Zhuhai-Macao Bridge (HZMB) mega project, as it provides accurate geotechnical …

Geotechnical characteristics and consolidation properties of Tianjin marine clay

H Lei, S Feng, Y Jiang - Geomechanics & engineering, 2018 - dbpia.co.kr
Tianjin, which is located on the west shore of the Bohai Sea, is part of China's Circum-Bohai-
Sea Region, where very weak clay is deposited. From the 1970s to the early $21^{st} …

Application of an evolutionary-based approach in evaluating pile bearing capacity using CPT results

B Ebrahimian, V Movahed - Ships and Offshore Structures, 2017 - Taylor & Francis
Predicting ultimate axial bearing capacity of pile foundations is an important and
complicated problem in geotechnical engineering. Cone penetration test (CPT) is a reliable …

A comprehensive investigation on onshore and underwater soils using CPTU and DMT tests: a case study in Yangtze River at Jiangsu, China

X Liu, H He, G Cai, G Zhang, W Shi, S Liu - Acta Geotechnica, 2024 - Springer
The site investigation is a key part of the design of tunnel construction projects, as it provides
accurate geotechnical parameters. A systematic site investigation, which consists of mainly …

神狐海域W18/19 站位天然气水合物上覆层不排水抗剪强度预测

HU Gaowei, LI Yanlong, WU Nengyou… - Haiyang Dizhi yu …, 2017 - search.proquest.com
天然气水合物上覆层不排水抗剪强度是水合物试采过程中导管喷射设计, 地层沉降和井壁稳定性
分析的关键参数. 孔压静力触探(CPTU) 为地层强度参数纵向分布规律研究提供了有效途径 …

Explicit FE analysis of 3D failure envelopes of suction caisson foundations supporting offshore wind turbines in sand subjected to combined loading

H Alimoradi, A Noorzad, B Ebrahimian - Ocean Engineering, 2024 - Elsevier
This paper presents a straightforward framework for developing failure envelopes
specifically tailored to the caisson foundations of offshore wind turbines (OWTs) under …

Application of the dilatometer test for estimating undrained shear strength of Busan New Port clay

H Choo, W Lee, SJ Hong, C Lee - Ocean Engineering, 2016 - Elsevier
The dilatometer test (DMT) is an economical and fast tool that evaluates the stratigraphy and
properties of soil. In this study, a series of DMTs, field vane tests (FVTs), and K 0 …

[PDF][PDF] Evaluation of axial bearing capacity of piles in sandy soils by CPT results

B Ebrahimian, V Movahed - Evaluation, 2013 - researchgate.net
Predicting ultimate axial bearing capacity of pile foundation is an important and complicated
problem in geotechnical engineering. Cone penetration test (CPT) is a reliable in-situ test …

Soil characterisation of South Pars field, Persian Gulf

B Ebrahimian, V Movahed… - Environmental …, 2014 - icevirtuallibrary.com
South Pars, located in the Persian Gulf, southwest of Iran, is one of the largest offshore gas
fields in the world. During the past decade, numerous geotechnical investigations have …