This paper expounded the experiment and research on the reform model series of MPS which is used in material pile dust preventing.
阐述了改良mps型系列抑尘剂在料堆防尘中的试验研究。
2
Based on the results of the experiment, it is demonstrated that the bending moment of the pile decreases with the increase of the pore pressure in sand.
根据试验结果，说明了饱和砂土中孔压增长对桩身内力的降低效果。
3
Based on the site loading experiment on SPIMP composite foundation, the interaction between pile and soil are studied in detail and the internal force analysis method is put forward.