Results 201 to 210 of about 231,289 (308)
New azoxystrobin clay carrier to control corn late wilt disease. [PDF]
Hadad A +5 more
europepmc +1 more source
Surface hydration‐induced damage in tight oil‐bearing sandy conglomerate reservoirs
A series of techniques such as X‐ray diffraction, scanning electron microscopy, energy‐dispersive spectroscopy, conductivity tests, and infrared thermal imaging were used. The key findings are the identification of a two‐stage surface hydration process and the elucidation of the effects of various minerals and elements on the hydration process ...
Anbang Zhao +5 more
wiley +1 more source
Canada1Water: Hydraulic parametrized integrated soil, bedrock and peatlands datasets. [PDF]
Kessel ED +4 more
europepmc +1 more source
This paper explores how climate‐resilient technologies, such as smart grids, digital twins, and self‐healing materials, can enhance urban resilience. It highlights the urgent need for proactive planning, public‐private collaboration, and data‐driven innovation to future‐proof underground infrastructure amid accelerating climate and urban pressures ...
Kai Chen Goh +12 more
wiley +1 more source
Chemical activation of kaolin-based clay bricks as a sustainable route to enhanced mechanical and thermophysical properties. [PDF]
Soliman W, Shahat MA.
europepmc +1 more source
Cement infill shares compressive and shear stresses during loading, while interfacial friction hinders crack propagation and reduces stress concentration, improving the rock's load‐bearing capacity. Failure modes vary with crack inclination. Unfilled specimens show four modes.
Shihao Yuan +4 more
wiley +1 more source
Synergistic effects of CTAB and low salinity brines on asphaltene behavior and emulsion stability in clay rich sandstone reservoirs. [PDF]
Ahmed Z +5 more
europepmc +1 more source
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 +4 more
wiley +1 more source
Advances in Rock and Mineral Materials. [PDF]
Žibret G, Ducman V, Žibret L.
europepmc +1 more source

