Yongli Ma
- Mechanical-electric response characteristics of 1–3 connectivity pattern cement-based piezoelectric composite sensors with varying functional phase parameters under impact loading. In: Construction and Building Materials, v. 453 (November 2024). (2024):
- The Impact Responses of a Pervious Concrete Wall with a Sand Cushion against Rockfall: A Full-Scale Experimental Study. In: International Journal of Geomechanics, v. 24, n. 12 (December 2024). (2024):
- Study on the Stability of Tunnel in Weak Surrounding Rock Considering Initial Support Parameters and Excavation Method. In: KSCE Journal of Civil Engineering, v. 28, n. 6 (April 2024). (2024):
- Effect of Nonstationarity on Shear Properties of Rock Joints and a New Peak Shear Strength Criterion. In: International Journal of Geomechanics, v. 23, n. 12 (December 2023). (2023):
- A method for evaluating the onset time and velocity of S-wave in concrete materials. In: Materials and Structures, v. 55, n. 7 (5 August 2022). (2022):
- Influence of PZT volume fraction, composite thickness and cement matrix on the performance of d15 shear mode 1–3 connectivity cement-based piezoelectric composites. In: Construction and Building Materials, v. 329 (April 2022). (2022):
- Early-age strength monitoring of the recycled aggregate concrete using the EMI method. In: Smart Materials and Structures, v. 30, n. 5 (March 2021). (2021):
- Cement-based piezoelectric composite sensor designed for charactering the three-dimensional stress state in concrete. In: Smart Materials and Structures, v. 29, n. 8 (25 June 2020). (2020):
- A cement-based 1−3 piezoelectric composite sensor working in d 15 mode for the characterization of shear stress in civil engineering structures. In: Smart Materials and Structures, v. 27, n. 11 (November 2018). (2018):