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Relevant bibliographies by topics / Rock mass evaluation

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Journal articles
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Academic literature on the topic 'Rock mass evaluation'

Author: Grafiati

Published: 25 May 2024

Last updated: 31 July 2025

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Journal articles on the topic "Rock mass evaluation"

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Xie, Mowen, Weinan Liu, Yan Du, Qingbo Li, and Hongfei Wang. "The Evaluation Method of Rock Mass Stability Based on Natural Frequency." Advances in Civil Engineering 2021 (April 24, 2021): 1–9. http://dx.doi.org/10.1155/2021/6652960.

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The limit equilibrium method’s analysis index cannot be measured by on-site monitoring equipment and cannot be used for monitoring and early warning of rock instability. The existing rock stability evaluation methods based on vibration information cannot evaluate the stability of rocks quantitatively. In this paper, the slope’s constraints on the rock were simplified to springs and a three-dimensional analysis model of rock vibration was established. The equation for calculating the natural frequency of rock that includes the spring stiffness as an indicator was derived. The rock stability cal

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Wu, Shuliang, Xidong Du, and Shan Yang. "Rock Mass Quality Evaluation Based on Unascertained Measure and Intuitionistic Fuzzy Sets." Complexity 2020 (April 27, 2020): 1–14. http://dx.doi.org/10.1155/2020/5614581.

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Evaluation of rock mass quality is of great significance to the design and construction of geotechnical engineering. In order to evaluate the quality of engineering rock mass scientifically and deal with the fuzzy information in the rock mass quality evaluation reasonably, a model for evaluation of rock mass quality based on unascertained measure and intuitionistic fuzzy sets (UM-IFS) was proposed. First, the membership of rock mass quality evaluation index was determined by the single index measure function of unascertained measure (UM) theory. Based on the intuitionistic fuzzy sets (IFS) the

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Nikolai, Abramkin. "Empirical techniques for assessing rock mass condition." Izvestiya vysshikh uchebnykh zavedenii. Gornyi zhurnal, no. 2 (April 20, 2022): 68–76. http://dx.doi.org/10.21440/0536-1028-2022-2-68-76.

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The relevance of the work is due to the existence of a large number of empirical methods for predicting the condition of a rock mass and the need to apply them at the design and operational stage of mining enterprises to minimize costs during construction and future maintenance. Research objective is to analyze and compare existing empirical methods for determining the strength and deformation properties of rock mass. Methods of research include the analysis, systematization and synthesis of existing empirical methods of rock mass condition assessment and their applicability to real-world site

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Khurshid, Muhammad Nasir, Ammad Hassan Khan, Zia ur Rehman, and Tahir Sultan Chaudhary. "The Evaluation of Rock Mass Characteristics against Seepage for Sustainable Infrastructure Development." Sustainability 14, no. 16 (2022): 10109. http://dx.doi.org/10.3390/su141610109.

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The determination of rock seepage characteristics is a complex phenomenon due to the variability, discontinuities, and formation age of rocks. The available literature on rock mechanics covers empirical relationships and approaches for the estimation of seepage characteristics from the rock mass parameters. In this study, an area comprising of infrastructure such as a water reservoir, embankments, roads, etc., constructed on mix rock mass formations was selected. The field and laboratory tests’ geo-mechanical data for the study area were evaluated. The data obtained from the field geo-mechanic

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Mohammed, Fahmy, Ghafor Hamasur, and Diary Al-Manimi. "Evaluation of Carbonate and Heterogenous Rock Masses for the Dam Foundation: A Case Study at Kanarwe River Basin, Sulaimaniyah, NE Iraq." Iraqi Geological Journal 56, no. 1F (2023): 155–83. http://dx.doi.org/10.46717/igj.56.1f.11ms-2023-6-19.

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Evaluating rock masses for dam foundations, especially heterogeneous rock (flysch), becomes imperative and requires accurate geomechanical classifications. The rocks at the Kanarwe river basin, especially at a proposed dam site (Goma-Qazan near Khewata, Sura Qalat villages), mainly consist of interlaying massive carbonate rocks of the Aqra Formation with flysch rocks of Tanjero Formation. Therefore, selecting appropriate dam types is challenging and very risky. This study conducted a detailed study of lithology, discontinuity condition, rock sampling and laboratory tests to determine the site

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Ismanda, Yayi, I. Gde Budi Indrawan, and Heru Hendrayana. "Evaluation of Engineering Geological Conditions for Slope Stability Analysis of Diversion Tunnel Portal of Jlantah Dam, Karanganyar, Central Java." Journal of Applied Geology 8, no. 1 (2023): 9. http://dx.doi.org/10.22146/jag.72438.

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This paper presents the research results carried out to analyze the slope stability of the diversion tunnel portal of Jlantah Dam based on the quality of the rock mass. The classification of the rock mass quality at the tunnel location refers to the Geological Strength Index (GSI) method while the analysis of portal slope stability is modelled numerically with the element method using Phase2 software. The modelling of the tunnel portal slope design with and without earthquake load was carried out to obtain the safety factor (SF) value. The results showed that the study area consists of residua

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Diwani, J. P., and G. I. Marliyani. "Empirical Method for Engineering Geological Evaluation of Pelosika Dam Diversion Tunnel Design, Southeast Sulawesi, Indonesia." IOP Conference Series: Earth and Environmental Science 1233, no. 1 (2023): 012007. http://dx.doi.org/10.1088/1755-1315/1233/1/012007.

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Abstract This paper explains a Pelosika Dam Diversion Tunnel in metamorphic rocks (quartz muscovite phyllite) and aims to find out excavation methods, stand-up time, and support systems for tunnel construction. The purpose of this research is that the development of science in tunnel construction with the characteristic of metamorphic rock will increase. Tunnel location in poort rock mass quality based on previous geology investigations. Based on current geology and engineering geological mapping results, diversion tunnel through poor rock mass of metamorphic rocks (phyllite) which have slight

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Liu, Wen-lian, Jia-xing Dong, Han-hua Xu, Su-gang Sui, Run-xue Yang, and Lun-shun Zhou. "Trajectory Analysis and Risk Evaluation of Dangerous Rock Mass Instability of an Overhang Slope, Southwest of China." Advances in Civil Engineering 2021 (June 24, 2021): 1–15. http://dx.doi.org/10.1155/2021/7153535.

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Analysis of the movement trajectory and risk assessment of the high-slope dangerous rock mass collapse are of great significance for preventing and controlling the geological disasters of collapse. This study firstly takes the dangerous rock mass of the high slope in Pu’erdu Town, Yanjin County, Zhaotong City, Yunnan Province, as the research object, calculates and analyzes the trajectory of collapse movement of several groups of dangerous rock mass with great threat, and RocFall are used to carry out numerical simulation analysis and verification. Secondly, the risk and vulnerability of the d

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Krisdianto, Panji, Hendy Setiawan, and Wawan Budianta. "Evaluation of post-excavation engineering geological condition at the diversion tunnel of Tiga Dihaji Dam Construction, South Sumatera, Indonesia." Journal of Physics: Conference Series 2945, no. 1 (2025): 012010. https://doi.org/10.1088/1742-6596/2945/1/012010.

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Abstract The diversion tunnel at Tiga Dihaji Dam used underground tunneling construction with a diameter of 7 meters and a tunnel length of 595 meters. The diversion tunnel was already excavated, and the support systems were installed. The underground condition of the tunnel depends on the rock mass characteristics. Hence, the engineering geological conditions must be evaluated after the excavation process. Five aspects were evaluated: geomorphology, lithology, geological structure, groundwater level, and rock mass quality. Two methods were used to evaluate all of the five aspects: geological

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Gart, Ibrahim, Ghafor Hamasur, and Mohammed Abood. "Assessment of Foundation Rocks of the Proposed Makhol Dam in the Northern Salah- Alddin, Iraq." Iraqi Geological Journal 56, no. 1F (2023): 135–54. http://dx.doi.org/10.46717/igj.56.1f.10ms-2023-6-18.

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This study was done as an assessment of the foundation rocks of the proposed Makhol dam in the northern Salah- Aiddin Governorate, Iraq. This study consists of field, laboratory, and office work. It was noticed in the field that the thirteen (13) different rock mass units comprised along the dam axis. Three rock mass classification systems were adopted (used) in the evaluation: Rock Mass Rating, Dam Mass Rating, and Geological Strength Index. The DMRSTA (RMR related to dam stability) values for the right bank range between 36.97- 73.8. These values indicate good stability of foundation rocks o

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Dissertations / Theses on the topic "Rock mass evaluation"

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Edelbro, Catrin. "Evaluation of rock mass strength criteria." Licentiate thesis, Luleå, 2004. http://epubl.luth.se/1402-1757/2004/72.

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Eksi, M. "Rock mass characterisation for stability evaluation of room and pillar mine workings." Thesis, University of Nottingham, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.381206.

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Chester, Christopher James. "The evaluation of novel remote techniques for the detection of rock mass failure." Thesis, University of Exeter, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.438734.

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Ismail, Mohd Ashraf bin Mohamad. "Study on hydrogeological modeling and evaluation of groundwater behaviors in fractured rock mass." 京都大学 (Kyoto University), 2010. http://hdl.handle.net/2433/120805.

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Poluga, Sara Lindsay. "Rock Mass Characterization and Stability Evaluation of Mount Rushmore National Memorial, Keystone, South Dakota." Kent State University / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=kent1498239487032982.

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Chang, Chuan Sheng. "Development of Hydrogeological Modelling Method and Evaluation of Hydraulic Behaviors in Fractured Rock Mass." 京都大学 (Kyoto University), 2009. http://hdl.handle.net/2433/124510.

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Bryan-Jones, Alistair. "Evaluation of rock mass behaviour using borehole microseismic monitoring : an application to longwall coal mining." Thesis, University of Liverpool, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.366358.

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Clark, Philip B. "Rock mass and rippability evaluation for a proposed open pit mine at Globe-Progress, near Reefton." Thesis, University of Canterbury. Geology, 1996. http://hdl.handle.net/10092/9361.

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Rock mass classification schemes such as the Q System and Rock Mass Rating (RMR) System have been designed for prediction of tunnel support, but these systems can be modified from stability analyses to excavatability assessments. Five methods have been used to classify the rock mass at Globe-Progress with the objective of predicting the type of equipment that may be used to excavate the open pit: • Seismic velocity determination • Size-Strength Method • RMRSystem • Weaver's (1975) Rippability Rating System • MacGregor et al's (1994) Productivity Prediction Method Seismic velocity determi

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Elkarmoty, Mohamed Mohy Mohamed Saad <1987&gt. "Rock Mass Fracture Detection and Modelling Using GPR for Evaluation and Production Optimization of Ornamental Stone Deposits." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2018. http://amsdottorato.unibo.it/8370/1/Thesis_Mohamed%20Elkarmoty_PhD%20UNIBO.pdf.

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The thesis presents new solutions for the fractures problem in ornamental stone quarries which entails economic and material loses. The thesis aimed at developing methodologies and providing solutions for evaluation and production optimization of ornamental stone deposits. Ground Penetrating Radar (GPR) was selected, among several methods, as a fracture detection tool for this research. A combination of the use of a low frequency GPR antenna and laboratory rock tests for evaluation of an ornamental stone deposit showed encouraging results. Based on GPR survey, particularly high frequency anten

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Tranel, Lisa Marie. "Evaluation of Coupled Erosional Processes and Landscape Evolution in the Teton Range, Wyoming." Diss., Virginia Tech, 2010. http://hdl.handle.net/10919/38693.

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The evolution of mountain landscapes is controlled by complex interactions between large-scale tectonic, surficial and climate conditions. Dominant processes are attributed to creating characteristic features of the landscape, but topographic features are the cumulative result of coupled surficial processes, each locally effective in a different climate or elevation regime. The focus of erosion by glacial, fluvial, or mass wasting processes is highly sensitive to small changes in boundary conditions, therefore spatial and temporal variability can be high when observed over short time scales. T

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Book chapters on the topic "Rock mass evaluation"

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Choi, Jun Su, Hee Hwan Ryu, In Mo Lee, and Gye Chun Cho. "Rock Mass Classification Using Electrical Resistivity - an Analytical Study." In Advanced Nondestructive Evaluation I. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-412-x.1411.

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Li, Bo, Wei Xiao, Jun Li, et al. "Study on Wave Velocity Under Different Uniaxial Loading Conditions of Weathered Granite." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_12.

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AbstractRock strength is an important parameter for rock mass quality evaluation, engineering design, and construction. However, engineering excavation causes rock damage and decreases in rock mass strength. Rock damage is closely related to its acoustic properties during the fracture process. Therefore, in order to obtain the rock stress and damage characteristics of granite during the uniaxial loading failure process under different weathering conditions, rock samples with different weathering degrees were carried out using a triaxial testing machine and wave velocity acquisition equipment.

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Pereira, Marcelo, Isabel Fernandes, Rui Moura, and Nadir Plasencia. "Drilling Parameters in the Evaluation of Rock Mass Quality." In Advances in Geoengineering, Geotechnologies, and Geoenvironment for Earth Systems and Sustainable Georesources Management. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-25986-9_32.

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Cha, Min Su, Young Jong Sim, Gye Chun Cho, and Sung Won Lee. "The Effect of Joint Conditions on the Longitudinal and Flexural Wave Velocities of a Rock Mass." In Advanced Nondestructive Evaluation I. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-412-x.306.

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Xie, Xiaokun, Jianchun Li*, and Yanlong Zheng. "Modification of Hoek-Brown criterion and evaluation of rock mass quality in tunnel vibration damaged area." In Rock Dynamics: Progress and Prospect, Volume 1. CRC Press, 2022. http://dx.doi.org/10.1201/9781003359142-30.

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Srivastava, Lok Priya. "Probabilistic Analysis of Borehole Data for Evaluation of Engineering Properties of Rock Mass." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6086-6_41.

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Superchi, Laura, Luca Zorzi, Fabio Ferri, Rinaldo Genevois, and Maria Lafelice. "A Geomechanical Evaluation of the Rock Mass Involved in the 1963 Vajont Landslide (NE Italy)." In Landslide Science and Practice. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31319-6_16.

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Ghosh, Rajib, Håkan Schunnesson, and Uday Kumar. "Evaluation of Rock Mass Characteristics Using Measurement While Drilling in Boliden Minerals Aitik Copper Mine, Sweden." In Mine Planning and Equipment Selection. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-02678-7_9.

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Li, Junman, Yaan Hu, Xin Wang, Mingjun Diao, and Mingjun Diao. "Study on the Operation Safety Evaluation System of Ship Lock Combined with Variation Coefficient Method and Matter-Element Extension Method." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_57.

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AbstractShip lock is the most widely used, the most promising and the most important type of navigation structure in the world at present. It is extremely necessary to evaluate the operation safety of ship lock in service, which has great social and economic benefits. The construction of safety evaluation system is the key step of safety evaluation of ship lock operation. Based on this, this paper systematically studies the evaluation system of ship lock operation safety, including indicator system, weighting method and evaluation model. The main work and conclusions are as follows: Firstly, a

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Chauhan, Virat Singh, Rahul Kumar, M. R. Sadique, and M. M. Alam. "Landslide Risk Evaluation of Road-Cut Slopes Along NH-707A in Mussoorie, Uttarakhand, India Using Conventional Rock Mass Classification System." In Springer Proceedings in Earth and Environmental Sciences. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5485-4_14.

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Conference papers on the topic "Rock mass evaluation"

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Adane, Kofi Freeman, Aaron Fuhr, and Ben Fotty. "Evaluating Polymer Based Materials Pipeline for Large Solids Particles Applications." In CORROSION 2018. NACE International, 2018. https://doi.org/10.5006/c2018-11290.

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Abstract Assessment was performed on the use of polymer-based materials or liners for large solids particle slurry applications. The study was conducted in a pilot-scale horizontal slurry flow loop using two different solids: sand and rocks. Each of the respective slurries from these particles contains some amount of the other. For sand slurries, sand-to-rock ratio was about 3.6 whereas for rock slurry has 0.1. The sand had median size, d50 of 0.240 mm (0.009 inches) and the rocks size was -52 mm (2 inches). The study was done in a 193.7 mm (7.625 inches) pipe flow loop with mixture velocity a

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Jinguo Wang and Zhifang Zhou. "Impermeability quality evaluation of rock mass." In 2011 Second International Conference on Mechanic Automation and Control Engineering (MACE). IEEE, 2011. http://dx.doi.org/10.1109/mace.2011.5988364.

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Bertalot, D., G. Malgesini, and E. J. Parker. "Evaluation of Rock Mass Stability and Rock Fall Hazard for Pipelines in Submarine Environments." In Offshore Technology Conference. Offshore Technology Conference, 2018. http://dx.doi.org/10.4043/28850-ms.

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Cunqi, Jia, Alkaabi Saif, and Sepehrnoori Kamy. "Numerical Evaluation of Mass Transfer Process on Acid Reactive Flow in Carbonate Rocks." In 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-0199.

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ABSTRACT: Acid stimulation in carbonate rocks represents a quintessential application of reactive flow in subsurface porous media. Unlike chemical reactions that occur in solution, the chemical reactions involved in acid stimulation are essentially heterogeneous reactions. During the reaction process, the acid fluid and the solid matrix are accompanied by the mass transfer of reactants and products. This work is motivated to investigate the effect of the mass transfer process on the acid stimulation process. The two-scale continuum model is employed for capturing mass and momentum transfer, up

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Yan, Dongxu, Weiya Xu, Wei Wang, Chong Shi, Anchi Shi, and Guanye Wu. "Research on quality evaluation method of columnar jointed rock mass." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5774576.

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Kang, Zhiqiang, Chunhua Hou, and Yanbo Zhang. "Theoretical Evaluation: Extenics of Rock Mass Quality in Subterranean Tunnel." In GeoHunan International Conference 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47631(410)28.

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Cylwik, S. D., D. W. Childs, D. M. Mahoney, K. M. Plange, and C. M. Grubb. "Post-Peak Multi-Stage Triaxial Testing of Miniature Rock Mass Samples." In 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-1092.

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ABSTRACT: Triaxial tests were performed on rock core samples with 14 confinement stages per test to investigate the post-peak strength and nonlinearity of the failure envelope for fractured rock masses. The confinement stages were tested progressively on each sample, starting at 0.69 MPa, incrementally ascending to 27.6 MPa, and then descending back down to 0.69 MPa. Three types of samples were tested: massive (no defects), continuous pre-existing defect, and jointed. The jointed samples were prepared to imitate a small-scale rock mass by confining brecciated sandstone core within heat shrink

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Malda, Octavika, I. Gde Budi Indrawan, and Akmaluddin. "Rock Mass Classifications of Flysch Deposits for Analyses of Tunnel Behaviour and Support System-A Case Study of Design Evaluation of Tunnel 6 of Jakarta-Bandung High-Speed Railway." In The 2nd International Conference on Technology for Sustainable Development. Trans Tech Publications Ltd, 2022. http://dx.doi.org/10.4028/p-h979jd.

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Tunnel 6 of the Jakarta-Bandung high-speed railway is the longest mountain tunnel in Indonesia. This study aimed to evaluate the behaviour of rock masses surrounding the tunnel and support system by conducting surface and subsurface engineering geological investigations. The rock masses at the tunnel construction area were classified based on the Rock Quality Designation (RQD), Rock Mass Rating (RMR), Tunnelling Quality Index (Q), and Geological Strength Index (GSI) systems. The surface and subsurface investigation results show that the tunnel construction area consists of Quaternary volcanic

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Wu, P. K. K., J. Chin, R. Tsui, and C. Ng. "Evaluation of Digital Rock Mass Discontinuity Mapping Techniques for Applications in Tunnels." In The HKIE Geotechnical Division 42nd Annual Seminar. AIJR Publisher, 2022. http://dx.doi.org/10.21467/proceedings.133.38.

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High-quality coloured 3D point clouds can now be readily generated by digital surveying techniques such as structure from motion (SfM) photogrammetry and terrestrial laser scanning (TLS). Point clouds allow discontinuities to be mapped digitally on rock slopes and this has been widely studied in Hong Kong. In comparison, few similar applications have been reported in tunnels in Hong Kong. To extend the application of this technology for tunnel excavation, we carried out three site trials in two drill-and-blast hard rock tunnels in Hong Kong. Both SfM photogrammetry and TLS were used to generat

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Nie, W., Z. Zhao, and S. Ma. "Numerical evaluation of rockbolt reinforcement unit in jointed rock mass by DDA method." In The 2016 Isrm International Symposium, Eurock 2016. CRC Press, 2016. http://dx.doi.org/10.1201/9781315388502-83.

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Reports on the topic "Rock mass evaluation"

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Benn, D., R. Linnen, and T. Martins. Evaluating white mica as an indicator mineral for lithium bearing pegmatites, Wekusko Lake pegmatite field, Manitoba, Canada. Natural Resources Canada/CMSS/Information Management, 2021. http://dx.doi.org/10.4095/328982.

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This project investigates the potential use of white micas as an indicator mineral within Li-bearing pegmatites and the potential of field portable techniques, such as Raman spectroscopy and Laser Induced Breakdown Spectroscopy (LIBS) as real-time techniques in exploration. The pegmatites in the Wekusko Lake field, Manitoba, Canada, display five zones of varying mineralization. White micas display two textures in the field (primary igneous and secondary) and four textures were identified by backscattered electron imaging (poor zonation, rimmed, patchy and exsolution). The white micas were anal

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