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Deep Underground Science and Engineering Laboratory - Preliminary Design Report [PDF]

, 2011
The DUSEL Project has produced the Preliminary Design of the Deep Underground Science and Engineering Laboratory (DUSEL) at the rehabilitated former Homestake mine in South Dakota.
Acheson, Steven, Alonso, Jose, Bauer, Paul, Chan, Yuen-Dat, Chinowsky, William, Dangermond, Steve, De Vries, Syd, Detwiler, Jason A., DiGennaro, Richard, Exter, Elizabeth, Fernandez, Felix B., Freer, Elizabeth L., Gilchriese, Murdock G. D., Goldschmidt, Azriel, Grammann, Ben, Griffing, William, Harlan, Bill, Haxton, Wick C., Headley, Michael, Heise, Jaret, Hladysz, Zbigniew, Jacobs, Dianna, Johnson, Michael, Kadel, Richard, Kaufman, Robert, King, Greg, Lanou, Robert, Lemut, Alberto, Lesko, Kevin T., Ligeti, Zoltan, Marks, Steve, Martin, Ryan D., Matthesen, John, Matthew, Brendan, Matthews, Warren, McConnell, Randall, McElroy, William, Meyer, Deborah, Norris, Margaret, Plate, David, Robinson, Kem E., Roggenthen, William, Salve, Rohit, Sayler, Ben, Scheetz, John, Tarpinian, Jim, Taylor, David, Vardiman, David, Wheeler, Ron, Willhite, Joshua, Yeck, James   +50 more
core   +2 more sources

Development of deep-underground engineering structures via 2D and 3D RQD prediction using non-invasive CSAMT. [PDF]

Sci Rep
The stability criterion based on the characterization of rock masses can be used to advance deep underground engineering projects. A key geomechanical criterion in geotechnical engineering is rock quality designation (RQD), which assesses risk for engineering design success criteria.
Hasan M, Su L, Cui P, Shang Y.
europepmc   +3 more sources

Deformation Characteristics of a Deep Subway Foundation Pit in Hard Rock Strata under a Delayed Supporting Condition

Shock and Vibration, 2023
In this investigation, deformations of a deep foundation pit in hard rock strata, respectively, under delayed and in-time supporting schemes of one-layer transverse reinforced concrete bracings at the top of the foundation pit, one-layer steel bracings ...
Yang Li, Zhanguo Ma, Furong Gao, Peng Gong, Zhiqun Gong, Kelong Li   +5 more
doaj   +1 more source

Study of the Influence of Clay Minerals on the Mechanical and Percolation Properties of Weakly Cemented Rocks

Geofluids, 2022
The weakly cemented rock layer is easily damaged under the combined effect of seepage and mining disturbance and creates massive engineering disasters. This paper uses the self-designed weakly cemented remodeling mechanism to prepare weakly cemented rock
Shiru Guo, Hai Pu, Mengsen Yang, Ding Liu, Ziheng Sha, Junce Xu   +5 more
doaj   +1 more source

Controlled shaped-charge blasting technology for deep underground tunnel engineering

Journal of the Croatian Association of Civil Engineers, 2023
With the rapid development of the economy and society, the demand for mineral resources and energy has increased rapidly. However, it is difficult to improve the efficiency of blasting construction and control the stability of the surrounding rock in deep underground engineering.
Junlin Lv, Binbin Zheng, Zhen Liu, Junhong Huang   +3 more
openaire   +2 more sources

Experiment and Numerical Simulation of Strength and Stress Distribution Behaviors of Anchored Rock Mass in a Roadway

Geofluids, 2023
Due to the influence of the ground stress, mining disturbance, and other factors, the roadway surrounding rock in deep underground engineering such as mines, tunnels, and underground caverns is prone to looseness and deformation with the excavation of ...
Honghui Zhao, Haijian Su, Xiaofeng Qin, Kai Zhang, Yu Jiang, Wenbo Wang   +5 more
doaj   +1 more source

Numerical simulation study on shear resistance of anchorage joints considering tensile–shear fracture criterion of 2G-NPR bolt

International Journal of Coal Science & Technology, 2023
2G-NPR bolt (the 2nd generation Negative Poisson’s Ratio bolt) is a new type of bolt with high strength, high toughness and no yield platform. It has significant effects on improving the shear strength of jointed rock mass and controlling the stability ...
Shulin Ren, Zhigang Tao, Manchao He, Mengnan Li, Qiru Sui   +4 more
doaj   +1 more source

Failure Mechanism of Anchored Rock under Constant Resistance Values of Cable Based on Particle Flow Code

Geofluids, 2022
Focusing on a constant resistance (CR) cable, using particle flow code (PFC) software, the constant resistance characteristics of the cable are replaced by the servo control of the pallet, and the compressive mechanical properties of rock anchored on the
Xiaoming Sun, Li Cui, Yong Zhang, Zuoxun Jiang, Lei Wang   +4 more
doaj   +1 more source

Development of a trench cutting re-mixing deep wall method model test device [PDF]

, 2020
The trench cutting re-mixing deep wall (TRD) is a new type of underground waterproof curtain. Mixing uniformity is the key index affecting the efficiency and quality of this method.
Bezuijen, Adam, Jiang, Peng, Li, Ke-xian, Liu, Ren-tai, Liu, Yan-kai, Zhang, Qing-song   +5 more
core   +2 more sources

Deep Underground Engineering and The Use of Artificial Intelligence Techniques [PDF]

International Journal of Earth & Environmental Sciences, 2018
The use of underground space for engineering systems has been increasing worldwide. Underground geoengineering is characterized by complex, uncertain geology and geomechanics that present challenges and require new tecniques to be dealt with. These challenges include large overburden which cause high stresses and temperatures, that require complicated ...
L. Sousa, Tiago Miranda, R. Sousa, J. Tinoco   +3 more
openaire   +1 more source