Wang Binghui ¹ Huang Yanyu ² Zhu Enci ^2* Xiao Xing ² Wu Qi ^2,3

• ¹ Jiangsu University of Science and Technology, Zhenjiang, Jiangsu Province, China
• ² Nanjing Tech University, Nanjing, China
• ³ Jiangsu Provincial Civil Engineering and Disaster Prevention and Reduction Key Laboratory, School of Transportation Engineering, Nanjing Tech University, Nanjing, Liaoning Province, China

Soft clay in the offshore area of the Yangtze River estuary has been investigated considering its basic physical properties. Forty-five unconfined compressive strength tests were conducted on the remolded marine soft clay to investigate the impacts of curing time T, water content w, plasticity index I P , and clay particle content ρ c on the thixotropic static shear strength ratio A s of the marine soft clay from the Yangtze River estuary. Results show that the stressstrain curves were primarily strain hardening and strain softening curve types. Unconfined compressive strength q u increased with an increase in T. All specimens with different basic physical properties were capable of thixotropic strength recovery. When T = 0-28 days, A s increased rapidly, while for T > 28 days, A s of most specimens increased slightly or tended to stabilize. The impacts of w, I P and ρ c on A s do not follow a consistent pattern, but there is a strong correlation between A s and w/w L (w L is the liquid-limit water content). For w/w L < 0.75, A s increased with increasing w/w L , whereas for w/w L ≥0.75, A s decreased with increasing w/w L . We proposed a simple and widely applicable power function prediction model for the As of the soft clay from the Yangtze River estuary.