Results 161 to 170 of about 1,620 (263)

Resin-Based Technology for the Efficient Removal of Benzocaine from Wastewaters. [PDF]

Polymers (Basel)
Marin NM, Galaon T, Borș AM, Motelica L, Oprea O.   +4 more
europepmc   +1 more source

Modeling and experimental validation of bolt–grout bond–slip behavior for deep underground excavation support

Deep Underground Science and Engineering, EarlyView.
A novel shear‐lag model, validated by pull‐out tests, incorporates a constant bond stress stage to predict the complete load–displacement response of grouted rock bolts, providing a new tool for optimizing anchorage length and material toughness in deep underground engineering. Abstract The stability of rock masses in deep underground excavations, such
Wenhui Bian, Xiaohui He, Kexue Wang, Yufei Wu, Guoxin Wang, Shaochen Zhang, Jun Yang   +6 more
wiley   +1 more source

Morph and Function: Exploring Origami-Inspired Structures in Versatile Robotics Systems. [PDF]

Micromachines (Basel)
Vo TVK, Quah TKN, Chua LT, Li KHH.
europepmc   +1 more source

Advancing mine pillar design: Evaluating traditional methods and integrating AI for enhanced stability of pillars in the Great Dyke, Zimbabwe

Deep Underground Science and Engineering, EarlyView.
B1 is bord width 1, B2 is bord width 2, L is the pillar length, W is the pillar width, red color and letter A represent the pillars, and white color and number 1 represent excavated areas. Pstress is the average pillar stress; σv is the vertical component of the virgin stress, MPa; and e is the areal extraction ratio. e = B o B o + B P ${\rm{e}}=\frac{{
Tawanda Zvarivadza, Hendrik Grobler, Peter Apata Olubambi, Moshood Onifade, Manoj Khandelwal   +4 more
wiley   +1 more source

A physically consistent dataset of water-energy-carbon fluxes across the Soil-Plant-Atmosphere Continuum. [PDF]

Sci Data
Wang Y, Zeng Y, Alidoost F, Schilperoort B, Song Z, Yu D, Tang E, Han Q, Liu Z, Peng X, Zhang C, Retsios B, Girgin S, Lü X, Zuo Q, Cai H, Yu Q, van der Tol C, Su Z.   +18 more
europepmc   +1 more source

Mechanistic insights across curing regimes for enzymatic and biopolymer‐optimized reinforcement in rock masses

Deep Underground Science and Engineering, EarlyView.
This study examines the effects of curing temperature on the mechanical behavior of underground rock masses treated with enzyme‐induced calcite precipitation (EICP) and an innovative biopolymer‐modified EICP (BP‐EICP). Abstract Biocementation is an innovative and sustainable technique for reinforcing weak and weathered rock masses in natural and ...
Mary C. Ngoma, Oladoyin Kolawole
wiley   +1 more source

Microbial Growth Curve Framework Provides Insights for Controlling Opportunistic Pathogens in Building Plumbing. [PDF]

ACS ES T Water
Odimayomi TO, Pruden A, Edwards MA.
europepmc   +1 more source

Thermal-Hydraulics in Nuclear Engineering.

Journal of the Atomic Energy Society of Japan / Atomic Energy Society of Japan, 1994
openaire   +2 more sources

Definition of the thermal-hydraulics benchmark

Report summarizing the benchmark of the thermal hydraulics.
openaire   +1 more source

Research progress and current status of dynamic wave propagation characteristics in rock mass: A review

Deep Underground Science and Engineering, EarlyView.
This review elucidates the velocity–dispersion–attenuation coupling mechanisms of wave propagation in rock masses, compares six representative models, and reveals how pressure, temperature, mineral composition, and anisotropy jointly control dynamic responses in complex geological media.
Jiajun Shu, Tao Li, Ruiqi Yuan, Yue Li, Bingni Wu, Bo Liu, Zhengding Deng, Galindo Rubén, Fausto Molina‐Gómez   +8 more
wiley   +1 more source