Composite materials with different contents of silicon-modified pineapple leaf fiber (PALF), calcined oyster shell powder (OSP), and poly(butylene succinate) (PBS) were successfully prepared. Moreover, the flexural performance of the composite materials containing calcined oxazoline (OSP) was obviously enhanced. The addition of silicon-modified PALF contributed to the improvement of the material's thermal stability and affected its water absorption performance. Significant degradation differences were observed in PALF composite materials modified with glycidoxypropyl trimethoxysilane (Glymo) and PBS when adding calcined OSP. Formulations containing calcined OSP and epoxy-type silicon-modified PALF showed better adhesion to the PBS substrate, thereby exhibiting good flexural performance. The flexural strength of the formulation increased by 47% compared to pure PBS. This research accentuates the differences between epoxy-type silicon-modified PALF and PBS when integrated with calcined OSP. Biodegradation experiments demonstrated a notable 38.32% degradation after 105 days of the soil burial period. Furthermore, the study investigated the potential for manufacturing products, including tableware, storage boxes, and bowls, using injection molding techniques.

To investigate the effect of oyster shell powder (OSP) on the static and dynamic properties of expansive soil, the mechanical properties of modified soil were obtained. Taking Ningming expansive soil as the research object, triaxial shear test, dynamic triaxial test and scanning electron microscope test were carried out on plain soil and 9 % expansive soil modified by oyster shell powder (ESMO). The results show that compared with plain soil, the effective cohesion of modified expansive soil with d(osp) < 1 mm (ESMO (d(osp) < 1 mm)) and d(osp) < 0.075 mm (ESMO (d(osp) < 0.075 mm)) is increased by 15.4 % and 32.8 %, respectively. Under cyclic loading, compared with plain soil, the plastic strain stability value of ESMO (d(osp)<0.075 mm) is reduced by 40.2 %, the pore water pressure stability value is reduced, and the stiffness is increased. The dynamic mechanical properties of ESMO (d(osp)<1 mm) showed the opposite trend. Through microscopic experimental analysis, the main reasons for this phenomenon are the particle size distribution, bonding form, and cementation of the two. The results can provide a theoretical basis for the practical application of ESMO and the establishment of constitutive model.