Results 231 to 240 of about 35,413 (308)

Synthesis and evaluation of selenium-doped nanocomposites in enhancing drilling fluid properties. [PDF]

Discov Nano
Deng L, Sead FF, Altalbawy FMA, Dasarathy AK, Das P, Padmapriya R, Singh J, Thakur G, Formanova S, Jameel RK, Aldulaimi A, Albadr RJ, Alwan M, Hekmatyar Z.   +13 more
europepmc   +1 more source

Numerical simulation study on the evolution of the temperature field and frozen wall in fractured rock mass

Deep Underground Science and Engineering, EarlyView.
The evolution of the temperature field and frozen wall under different fracture conditions was examined by an artificial ground freezing‐based thermal‐hydraulic coupled model. It was observed that fracture inclination affects the interaction extent of freezing pipes and fracture, while phase transition extent is the dominant factor for heat transfer in
Chenyi Zhang, Tingting Luo, Tao Zhang, Tao Han, Xiaodong Zhao, Haipeng Li, Yanfei Ma, Faxing Zhang, Madhusudhan Bangalore Narasimha Murthy, Weihao Yang   +9 more
wiley   +1 more source

Physiological adjustments of temperate tree species and herbs in response to low root temperatures. [PDF]

Tree Physiol
Li Y, Hoch G.
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

Functional and Phylogenetic Implications of Canopy Mesophication in Temperate Hardwood Forests. [PDF]

Ecol Evol
Anderson SW, Rogers DA, McCulloh KA.
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

Understanding the Effect of Graphene Nanoplatelet Size on the Mechanical and Thermal Properties of Fluoroelastomer-Based Composites. [PDF]

Polymers (Basel)
Maldonado-Magnere S, Yazdani-Pedram M, Fuentealba P, Neira-Carrillo A, Lopez-Manchado MA, Hernandez-Villar H, Bascuñan-Heredia A, Dahrouch M, Aguilar-Bolados H.   +8 more
europepmc   +1 more source

The MOOSE Thermal Hydraulics Module

Journal of Open Source Software
Joshua Hansel, David Andrs, Lise Charlot, Guillaume Giudicelli   +3 more
openaire   +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

Surface integrity and machinability analysis in dry hard turning of X38CrMoV5-1 steel using coated and uncoated ceramic tools. [PDF]

Sci Rep
Khellaf A, Nouioua M, Laouissi A, Hammoudi A, Hani M, Chetbani Y, Abdullah MMS, Belaadi A, Ammarullah MI, Ghernaout D.   +9 more
europepmc   +1 more source