Abstract
The Yellow River Estuary is a typical constructive delta with a complex sedimentary structure. To analyze the physical, mechanical properties, and structural characteristics of the surface sediments in the delta, reveal the sedimentary environment and avoid geological hazards, cone penetration test (CPT) is used for nautical in situ testing and evaluating effective internal friction angle (φ'). Four typical areas formed by the diversion of the Yellow River Estuary in different periods are selected as the research objects to perform the in situ CPT, particle size analysis test, scanning electron microscopy, and triaxial test, building calculation model. The main conclusions are as follows: (1) The sediment given priority to are silt and silty clay, where the stratigraphic distribution difference is more significant, accompanied by soft interlayer or alternating layers of hard. (2) Hard soil in the sediments cause abrupt changes and fluctuations in the cone tip resistance and sleeve friction resistance. (3) The empirical formulas proposed by Berezantsev, Khristoforov, and Golubkov, Kulhawy and Mayne, and Mayne are used to predict φ' and the effect of inversion is good. (4) The coefficients of formulas are significantly improved, modified according to site variability.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
