Ming-Guang Li 
- (2024): Effects of Overconsolidation and Structural Behaviors of Shanghai Clay on Deformation Caused by Deep Excavation. Dans: International Journal of Geomechanics, v. 24, n. 7 (juillet 2024).
- (2024): Numerical Investigation of the Effect of Stratum Hydraulic Conductivity on Performance of Deep Excavations in an Aquifer–Aquitard System. Dans: International Journal of Geomechanics, v. 24, n. 5 (mai 2024).
- (2023): Performance of a Deep Excavation Supported by Diaphragm Walls Combining with Servo Steel Struts: A Case Study in Hangzhou, China, Soft Clay Deposits. Dans: International Journal of Geomechanics, v. 23, n. 12 (décembre 2023).
- (2023): Semianalytical Solution for Earth Pressure of Narrow Granular Backfill with a Log-Spiral Failure Surface behind Retaining Walls under Translational Mode. Dans: International Journal of Geomechanics, v. 23, n. 9 (septembre 2023).
- (2023): One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary. Dans: International Journal of Geomechanics, v. 23, n. 7 (juillet 2023).
- (2021): Influence of a Flexible Retaining Wall on Performance of an Adjacent Deep Excavation. Dans: KSCE Journal of Civil Engineering, v. 26, n. 2 (décembre 2021).
- (2017): Active Earth Pressure against Rigid Retaining Walls Subjected to Confined Cohesionless Soil. Dans: International Journal of Geomechanics, v. 17, n. 6 (juin 2017).
- (2018): Influence of Passively Loaded Piles on Excavation-Induced Diaphragm Wall Displacements and Ground Settlements. Dans: International Journal of Geomechanics, v. 18, n. 6 (juin 2018).
- (2018): Effect of Dewatering in a Confined Aquifer on Ground Settlement in Deep Excavations. Dans: International Journal of Geomechanics, v. 18, n. 10 (octobre 2018).
- (2018): Field Investigation and Prediction of Responses of Far-Field Ground and Groundwater to Pumping Artesian Water in Deep Excavations. Dans: International Journal of Geomechanics, v. 18, n. 10 (octobre 2018).
- (2021): Design and Application of a Digital System for Information Management and Synchronous Analysis in a Foundation Pit Group. Dans: Advances in Civil Engineering, v. 2021 (janvier 2021).
- (2019): New Axisymmetric Slip-Line Theory for Metal and Its Application in Indentation Problem. Dans: Journal of Engineering Mechanics (ASCE), v. 145, n. 12 (décembre 2019).
- (2019): Numerical study on responses of an existing metro line to staged deep excavations. Dans: Tunnelling and Underground Space Technology, v. 85 (mars 2019).
- (2014): Case Study of Innovative Top-Down Construction Method with Channel-Type Excavation. Dans: Journal of Construction Engineering and Management, v. 140, n. 5 (mai 2014).
- (2018): Comparative study of construction methods for deep excavations above shield tunnels. Dans: Tunnelling and Underground Space Technology, v. 71 (janvier 2018).
- (2017): Zoned and staged construction of an underground complex in Shanghai soft clay. Dans: Tunnelling and Underground Space Technology, v. 67 (août 2017).
- (2018): Observed Performance of Two Adjacent and Concurrently Excavated Deep Foundation Pits in Soft Clay. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 32, n. 4 (août 2018).
- (2017): Responses of a Newly Built Metro Line Connected to Deep Excavations in Soft Clay. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 31, n. 6 (décembre 2017).
- (2017): Innovative Construction Method for Oversized Excavations with Bipartition Walls. Dans: Journal of Construction Engineering and Management, v. 143, n. 8 (août 2017).
- (2018): Long-Term Settlement Behavior of a Highway in Land Subsidence Area. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 32, n. 5 (octobre 2018).
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