37 results on '"Xu, Dingping"'
Search Results
2. Investigation on the failure mechanism of hard rock cavern subjected to adjacent structural plane based on physical model experiments
3. Role of foliation occurrence and stress orientation on asymmetric failure in foliated rock tunnel: insight from numerical simulation
4. Constitutive modeling of weak interlayer zone subject to unloading stress paths in underground excavation based on modified equivalent plastic work
5. A three-dimensional transversely isotropic equivalent continuum model for layered rock and numerical implementation
6. Time-delayed failure process of granite and its energy evolution and acoustic emission characteristics
7. Seismic response analysis of the underground cavern group at the Yingliangbao hydropower station to the 2022 Ms 6.8 Luding earthquake
8. Experimental Study on Mechanical Properties of Deeply Buried Granite During Layered Excavation of Large Underground Caverns
9. True triaxial stresses mobilizing dilatant fracturing and engineering failure of hard rocks
10. Mechanical response and data-driven fatigue model of interlayer soils in track-bed considering multi-factor coupling effect
11. Numerical back analysis method of three-dimensional in situ stress fields considering complex surface topography and variable collinearity
12. Stress tensor similarity index based on Euclidean distance for numerical back analysis of in situ stress fields
13. Anisotropic mechanical properties of quartz mica schist subjected to true triaxial compression
14. Time-Dependent Behavior of Jinping Deep Marble Taking into Account the Coupling Between Excavation Damage and High Pore Pressure
15. Shear testing on rock tunnel models under constant normal stress conditions
16. Shear failure process of rectangular tunnel: Physical experimental test and numerical back-analysis
17. A local homogenization approach for simulating the reinforcement effect of the fully grouted bolt in deep underground openings
18. Morphological features and fractography analysis for in situ spalling in the China Jinping underground laboratory with a 2400 m burial depth
19. Estimation of the three-dimensional in situ stress field around a large deep underground cavern group near a valley
20. Effect of initial minimum principal stress and unloading rate on the spalling and rockburst of marble: a true triaxial experiment investigation
21. Failure Performance of 3DP Physical Twin-Tunnel Model and Corresponding Safety Factor Evaluation
22. Time-delayed failure process of granite and its energy evolution and acoustic emission characteristics
23. Simulation of cross-correlated non-Gaussian random fields for layered rock mass mechanical parameters
24. Grading opening and shearing deformation of deep outward-dip shear belts inside high slope: A case study
25. Experimental Evaluation of the Scale of Fluctuations in Rock Using Ultrasonic Tests
26. Uncertainty quantification for characterization of rock elastic modulus based on P-velocity.
27. Mechanism of excavation-induced cracking of the protective layer of a rock bench in a large underground powerhouse under high tectonic stress
28. Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns
29. Uncertainty quantification for characterization of rock elastic modulus based on P-velocity
30. Strength and Energy Evolution Law of Deep-Buried Granite Under Triaxial Conditions
31. Quantitative Risk Analysis of Tunnel Instability in Layered Rock Mass Considering the Spatial Variability of Elastic Modulus
32. Study on supporting time of tunnel lining in thin-layered rock mass
33. Relationship between rock stress and failure of underground cavern's wall rock at river valley with 'V' shape
34. Stress-induced cracking performance of hard basalt in a large underground cavern based on multi-information observation
35. Effect of initial minimum principal stress and unloading rate on the spalling and rockburst of marble: a true triaxial experiment investigation
36. Experimental Study of Mechanical Behavior of Interlayer Staggered Zone under Cyclic Loading and Unloading Condition
37. Shear behaviors of interlayer staggered zone at Baihetan hydropower station
Catalog
Books, media, physical & digital resources
Discovery Service for Jio Institute Digital Library
For full access to our library's resources, please sign in.