Relevant bibliographies by topics / Rock Fissure Grouting

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Rock Fissure Grouting'

Author: Grafiati
Published: 4 June 2021
Last updated: 4 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Rock Fissure Grouting.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Rock Fissure Grouting"

1

Ananthan, Prakash, and Leong Sing Wong. "Field Investigation on Limestone Treatment using Fissure Grouting Method." International Journal of Engineering & Technology 7, no. 4.35 (2018): 338. http://dx.doi.org/10.14419/ijet.v7i4.35.22757.

Full text
Abstract:
This paper documents a field study on fissure grouting for limestone with a specific aim to investigate grout injection into the rock in order to reduce its permeability. The study focused on grouting in advance of excavation and it is applicable to grouting carried out to seal exposed rock surfaces. Investigation concentrated on the need to carry out fissure grouting to seal off excessive water entering the excavation through fractured rocks. In this case, the grout mixtures involved a combination of Ordinary Portland cement (OPC) and bentonite with appropriate amount of water. The grouting w
APA, Harvard, Vancouver, ISO, and other styles
2

Zhang, Minglei, Chaoyu Chang, and Wen Cao. "A Discussion of Reinforcement Timing Optimization for Main Inclined Shaft Roadway with Water Seepage." Geofluids 2020 (August 13, 2020): 1–8. http://dx.doi.org/10.1155/2020/8850911.

Full text
Abstract:
The infiltration and physical and chemical effects of fissure water often have a degrading effect on the strength and bearing capacity of the surrounding rock of the roadway. With the increase of the time of water infiltration, the roadway deformation increases exponentially, resulting in a higher risk of roadway destruction. In this paper, targeting at the supporting and protection issues associated with the main inclined shaft during the water-drenching, a numerical simulation method was established to evaluate the impact of the fissure water on the deformation of the surrounding rock of the
APA, Harvard, Vancouver, ISO, and other styles
3

Li, Zhi Peng, Shu Cai Li, Qing Song Zhang, et al. "Study on the Geological Forecast and Treatment for Water-Bearing Fault of the Qingdao Kiaochow Bay Subsea Tunnel." Advanced Materials Research 671-674 (March 2013): 1114–21. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.1114.

Full text
Abstract:
Water-bearing fault of subsea tunnel has fissure water developed, fractured surrounding rock with low strength, which gets a risk of sudden water inflow and affects the tunnel security. This paper takes the geological forecast and treatment for water-bearing fault of the Qingdao kiaochow bay subsea tunnel for example, according to the water assignment characteristics, using the detect method of TEM and advance borehole to make accurate decision for the position of water-bearing body、the scale of fracture zone and the inflow of water. Through the analysis of results, the grouting form, material
APA, Harvard, Vancouver, ISO, and other styles
4

Zhang, Jihua, Yun Dong, Yadong Chen, et al. "Comparative Analysis of Roadway Reinforcement Effects Based on Fluid-Solid Coupling in the Fractured Zone of Water-Rich Fault." Advances in Civil Engineering 2018 (September 6, 2018): 1–14. http://dx.doi.org/10.1155/2018/6238910.

Full text
Abstract:
Water inrush is a common geological disaster during the roadway excavation process in the broken zone of water-rich faults. In this paper, the 15107 mining roadway built by Yuxing coal mine in such a fault zone was used as a case study to determine the water content of the surrounding rocks and a fault zone using the transient electromagnetic method (TEM). Also, the mechanics characteristics of such rocks in both saturated and unsaturated states were analyzed, a computational model for fluid-solid coupling in the water-rich fault fracture zone was established, and the permeability coefficient
APA, Harvard, Vancouver, ISO, and other styles
5

Yang, Guang Xiang, Mao Sheng Wu, Yu Zhi Lv, and Jian Jun Geng. "Technological Analysis and Application of the Aquifer Inclined Shaft Integrated Controlling of Water." Applied Mechanics and Materials 638-640 (September 2014): 842–45. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.842.

Full text
Abstract:
In view of the southwest region of Inner Mongolia encountered in the process of shaft construction of fissure aquifer water inrush problem, take the Great Wall No. 5 mine as an engineering example, key technology of the southwest region of Inner Mongolia shaft over aquifer such as freezing method, grouting method, water prospecting method are analyzed, curbing the aquifer of the adverse effects of shaft construction effectively, solving the difficult problem such as the loading and transportation of waste rock, it provides the reference of prevention and control of water for similar conditions
APA, Harvard, Vancouver, ISO, and other styles
6

Zhang, Qing-song, Lian-zhen Zhang, Ren-tai Liu, Shu-cai Li, and Qian-qing Zhang. "Grouting mechanism of quick setting slurry in rock fissure with consideration of viscosity variation with space." Tunnelling and Underground Space Technology 70 (November 2017): 262–73. http://dx.doi.org/10.1016/j.tust.2017.08.016.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Li, Peixian, Lili Yan, and Dehua Yao. "Study of Tunnel Damage Caused by Underground Mining Deformation: Calculation, Analysis, and Reinforcement." Advances in Civil Engineering 2019 (February 18, 2019): 1–18. http://dx.doi.org/10.1155/2019/4865161.

Full text
Abstract:
Bayueshan tunnel (BYS) is an important construction crossing over coal mine goaf. The underground mining subsidence has led the tunnel cracked seriously in three years after it was built. In order to evaluate the coal mine influence and future stability of the tunnels, probability integral method (PIM) was used to calculate the tunnel deformation. PIM is an experience function method based on random medium theory which is used widely in China. With the parameters analyzed, the tunnels’ subsidence was calculated. The results show that it can interpret the tunnel damage well, and the maximum nor
APA, Harvard, Vancouver, ISO, and other styles
8

Dou, Jinxi, Mengxia Zhou, Zhilin Wang, et al. "Case Study: In Situ Experimental Investigation on Overburden Consolidation Grouting for Columnar Jointed Basalt Dam Foundation." Geofluids 2020 (February 24, 2020): 1–18. http://dx.doi.org/10.1155/2020/1865326.

Full text
Abstract:
The dam foundation rock mass, at the Baihetan hydropower station on the Jinsha River, is mainly columnar jointed basalt, with faults and fissures developed. Considering adverse factors such as the unloading relaxation or the opening of the fissures due to excavation blasting, consolidation grouting is needed to improve the integrity of the dam foundation rock mass. According to the physical and mechanical properties of columnar jointed basalt and the continuity of construction, the effectiveness of overburden consolidation grouting is experimentally studied. The results show that this grouting
APA, Harvard, Vancouver, ISO, and other styles
9

Fu, Ping, Jinjie Zhang, Zhanqing Xing, and Xiaodong Yang. "Numerical Simulation and Optimization of Hole Spacing for Cement Grouting in Rocks." Journal of Applied Mathematics 2013 (2013): 1–9. http://dx.doi.org/10.1155/2013/135467.

Full text
Abstract:
The fine fissures of V-diabase were the main stratigraphic that affected the effectiveness of foundation grout curtain in Dagang Mountain Hydropower Station. Thus, specialized in situ grouting tests were conducted to determine reasonable hole spacing and other parameters. Considering time variation of the rheological parameters of grout, variation of grouting pressure gradient, and evolution law of the fracture opening, numerical simulations were performed on the diffusion process of cement grouting in the fissures of the rock mass. The distribution of permeability after grouting was obtained
APA, Harvard, Vancouver, ISO, and other styles
10

Hu, Zaiqiang, Bin Ma, Xingzhou Chen, and Lili Chen. "Study on Sensitivity Parameters Analysis of Grouting Reinforcement Underpassing Existing Subway Tunnel by Numerical Modeling." Advances in Civil Engineering 2021 (February 2, 2021): 1–13. http://dx.doi.org/10.1155/2021/8868216.

Full text
Abstract:
When carrying out construction that underpasses existing subway tunnels, the surrounding rock is frequently disturbed. Therefore, it can loosen easily and become unstable, which makes its stability difficult to control. Here, we considered an existing subway tunnel in a certain subway section and used orthogonal experiments to design a simulation program as well as the UDEC (Universal Distinct Element Code) simulation software to determine the influences of four factors (i.e., grout density, grouting pressure, dynamic shear force, and viscosity) on the grouting reinforcement effect. The follow
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Rock Fissure Grouting"

1

Osterman, Fredrik. "The Impact of Fracture Orientation on the Choice of Grout Fan Geometry - a Statistical Analysis." Thesis, KTH, Jord- och bergmekanik, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259668.

Full text
Abstract:
Water ingress into rock tunnels is a problematic phenomenon – especially in urban areas – as a lowered groundwater table may cause harmful settlements. Furthermore, too much ingress can be an incentive for the environmental court to halt the tunnel process, in order to protect the nature as part of a national interest.Water ingress is normally lowered by injecting a water and cement mixture into boreholes in the rock mass – a process called rock grouting – thus sealing the rock fractures. Very little information and research has been on the subject of how the rock fracture orientation interact
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Rock Fissure Grouting"

1

Shirlaw, J., W. Kay, and P. Venu. "Rock fissure grouting in Singapore granite for building protection during station construction." In Geotechnical Aspects of Underground Construction in Soft Ground. CRC Press, 2014. http://dx.doi.org/10.1201/b17240-69.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Rock Fissure Grouting"

1

Creütz, Mikael, Magnus Zetterlund, Magnus Eriksson, Thomas Janson, and Thomas Dalmalm. "Unified Design Approach for Rock Fissure Grouting—Best Design Practice for Pre-Grouting of Rock Tunnels in Sweden." In Grouting 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480793.019.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Wu, Changsheng, Zhiduo Zhu, Dengge Lin, and Ningning Feng. "Studies on Water Plugging with Grouting Technique in Surrounding Rocks with Fissures of Deep Mining." In Geo-Shanghai 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413395.014.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Rock Fissure Grouting' for particular source types:
Journal articles
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography