Showing 501 - 520 results of 583 for search '(( 20 ((c decrease) OR (a decrease)) ) OR ( 5 (((meer OR meter) decrease) OR (mean decrease)) ))', query time: 0.17s Refine Results
  1. 501
  2. 502

    Bearing Capacity and Settlement of Skirted Shallow Foundations on Sand by Eid, Hisham T.

    Published 2013
    “…The enhancement in bearing capacity of shallow foundation increases with increasing skirt depth and decreasing relative density of sand. Settlement reduction may exceed a value of 70% in the case of having skirt-depth/foundation-width of 2.0. …”
    Get full text
    Get full text
  3. 503
  4. 504
  5. 505
  6. 506

    Role of organic cation in modern lead-based perovskites by Alwarappan G.

    Published 2019
    “…It is observed that the organic cation reduces the unit cell volume of the outer metal halide structure from approximately 9–20% for different perovskite materials. The peak optical absorption also correspondingly decreases by a significant margin, ranging from about 40–60%.…”
    Get full text
    Get full text
  7. 507
  8. 508
  9. 509
  10. 510
  11. 511
  12. 512

    Impacts of twenty years of experimental warming on soil carbon, nitrogen, moisture and soil mites across alpine/subarctic tundra communities by Alatalo, Juha M.

    Published 2017
    “…Here we report the impact of 20 years of experimental warming on soil properties and soil mites in three contrasting plant communities in alpine/subarctic Sweden. …”
    Get full text
    Get full text
  13. 513

    Why Construction Projects are delayed in PWA: Problems and Solutions by Al Marri, Dana Ahmad

    Published 2023
    “…Changes and variations are inherently part of many construction projects, which require serious efforts to overcome. Project delay is a construction problem resulting in contractual claims, increased project cost, and decreased end-user satisfaction. …”
    Get full text
    Get full text
  14. 514
  15. 515

    Experimental results and modelling of corrosion-damaged concrete beams strengthened with externally-bonded composites by Elghazy M.

    Published 2018
    “…The interfacial bond stress-slip models at the fabric/matrix and composite/concrete interfaces and the number of composite layers had the most significant impact on the predicted response of the strengthened beams whereas the corrosion level, modeled as a reduction in the steel reinforcement cross-section, showed a slight effect on their performance. …”
    Get full text
    Get full text
  16. 516

    Microbial electrosynthesis feasibility evaluation at high bicarbonate concentrations with enriched homoacetogenic biocathode by Gunda, Mohanakrishna

    Published 2020
    “…Following a further increase in the bicarbonate concentration up to 20 g HCO3−/L, a visible inhibition was registered with respect to the acetate production rate and the carbon conversion efficiency. …”
    Get full text
    Get full text
    Get full text
  17. 517
  18. 518

    Long-term performance analysis and power prediction of PV technology in the State of Qatar by Touati F.

    Published 2017
    “…Besides, within one-month, a cloudy condition in Winter causes 20% drop in average output power. …”
    Get full text
    Get full text
  19. 519

    Serum NMR-Based Metabolomics Profiling Identifies Lipoprotein Subfraction Variables and Amino Acid Reshuffling in Myeloma Development and Progression by Pedersen, Shona

    Published 2023
    “…However, metabolic profiling of MM patients, compared to controls, exhibited decreased levels of total Apolipoprotein-A1, HDL-4 Apolipoprotein-A1, HDL-4 Apolipoprotein-A2, HDL Free Cholesterol, HDL-3 Cholesterol and HDL-4 Cholesterol. …”
    Get full text
    Get full text
  20. 520

    Recycled Waste Tires Management in Constructions by Hamid, Salma Mohamed

    Published 2020
    “…The LCCA results show that the rubberized concrete (RC2), obtained by replacing 5% of aggregate and mixing it with seawater, is more cost-effective than RC1, with a cost savings of 30%.LCCA data were acquired by investigating thirteen concrete mixes (a control mix; 5%, 10%, and 20% rubber aggregate substitutions mixed with freshwater; and 0%, 5%, and 10% rubber aggregate substitutions mixed with seawater). …”
    Get full text