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Rock strength identification while drilling based on percussive rotary drilling
Rock and Soil Mechanics 2024, 45(3): 857-866
Published: 18 March 2024
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During tunnel excavation, the digital drilling process monitoring (DPM) system can quickly obtain rock strength parameters in real time, and guide on-site excavation and support operations in a timely manner. In order to obtain the surrounding rock strength in front of the tunnel face in real time, this study carried out the in situ digital drilling tests based on the digital drilling process monitoring (DPM) system mounted on the pneumatic percussion rotary drilling rig. Through the real-time monitoring, recording and analysis of the drilling parameters such as thrust pressure, rotation pressure, percussion pressure and drill rod displacement in the whole drilling process, the characteristics of the drilling parameters in different drilling processes are obtained. On this basis, each drilling process is identified, and the drilling parameters of the pure drilling process are separated by using the DPM time series analysis method. The results show that the drilling depth of the pure drilling process changes linearly with the drilling time. The variation of working pressure of the drilling rig with the drilling time is relatively constant, and it has limited influence on the rate of penetration in different rate-of-penetration sections. Meanwhile, the rate of penetration decreases with the increase in rock strength, and an exponential relationship model between rock strength and rate of penetration is established to guide engineering practice.

Issue
Three-dimensional morphological characterization of sand particles based on a multiangle projection method
Journal of Tsinghua University (Science and Technology) 2024, 64(2): 294-302
Published: 15 February 2024
Abstract PDF (20.4 MB) Collect
Downloads:5
Objective

The morphological characteristics (size and shape) of sand particles are critical for the evaluation of the mechanical properties of sand. Accurate quantification of these morphological characteristics is a prerequisite to investigating the mechanical properties of sand. Compared with the three-dimensional (3-D) test method, the two-dimensional (2-D) counterpart has the advantages of rich test types, simple procedures, and low cost.

Methods

To investigate the feasibility of 2-D images for 3-D morphological characterization of sand particles, 3-D laser scanning technology is employed in the present study to obtain the point cloud data of sand particles. Furthermore, a computer algorithm is developed to reconstruct the 3-D models of the sand particles. Thus, the 3-D morphological characteristics of the particles are accurately and quickly obtained. Three 2-D methods, namely the random single projection method, maximum and minimum projected area method (selected from 1 000 projections), and three orthogonal direction projection methods, are proposed for obtaining the 2-D morphological parameters of sand particles.

Results

Computer algorithms for reconstructing the 3-D model of sand particles based on a point cloud were proposed. The algorithms were used to automatically acquire the 3-D and 2-D morphological parameters. Thereafter, the correlations between the 3-D and 2-D parameters were analyzed. A practical method was proposed to obtain the 3-D morphological characteristics of the granular material based on the corresponding 2-D morphological characteristics.

Conclusions

The results reveal that there is a large gap between the 2-D parameters obtained from various angle projections, especially the area parameters in various projections. Notably, the error between the maximum and minimum area is as high as 40%. The random single angle projection method does not provide accurate 3-D information. A strong linear correlation exists between the 3-D and 2-D size parameters of the particles, and a moderate correlation exists between the shape parameters. An empirical relationship for estimating the 3-D morphology of sand particles using 2-D parameters is established. The 3-D parameters, namely the length, width, and thickness of the granular material, can be estimated using the corresponding 2-D parameters (R2=0.735-0.994). The fitting effects of the particle size parameters are better than those of the shape parameters. Additionally, the fitting effects of the maximum and minimum projected area and three orthogonal directional projection methods are better than those of the random single projection method. Among the three 2-D methods, the maximum and minimum projected area and three orthogonal direction projection methods can more accurately estimate the 3-D morphological characteristics of sand particles; thus, these are practical methods for the morphological quantification of granular materials.

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