Results 211 to 220 of about 1,744,821 (286)

Analysis of temperature change during polymerization according to resin thickness: an in vitro experimental study. [PDF]

Restor Dent Endod
Bae KB, Noh EY, Cho YT, Lee BN, Chang HS, Hwang YC, Oh WM, Hwang IN.   +7 more
europepmc   +1 more source

Effects of Non-Soy Legumes on Body Weight and Body Composition: A Systematic Review and Meta-Analysis of Randomized Controlled Trials. [PDF]

Food Sci Nutr
Rahmanian R, Shaygantabar M, Hekmatdoost A, Nikparast A, Javaheri-Tafti F, Ghaeminejad Z, Khoshrang A, Hatami A, Mohammadi-Sartang M.   +8 more
europepmc   +1 more source

Prediction of Erosion on Cut or Fill Slopes : Executive Summary

, 1988
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Probabilistic Assessment of Fill Slope Stability

Geo-China 2016, 2016
Conventional slope stability analyses have commonly been based on a deterministic approach. Various deterministic-based analysis methods developed to date can assess the stability of a given slope using the factor of safety. However, it has been strongly debated that the use of only the factor of safety does not explicitly account for the uncertainties
Kelvin Lim, Alexander Schmid, An-Jui Li
openaire   +2 more sources

Causative Mechanisms of Rainfall-Induced Fill Slope Failures

Journal of Geotechnical and Geoenvironmental Engineering, 2004
Slope failures in fill slopes formed by loosely compacted, completely decomposed granite in Hong Kong occur commonly during intense tropical rainstorms. The stress path greatly influences the shear strength of the soil mass, and is therefore crucial to the identification of slope-failure mechanisms. The soil mass in this case is largely unsaturated. In
Law, KT, Chen, H, Lee, CF
openaire   +3 more sources

Loose Fill Slope Stabilization with Soil Nails: Full-Scale Test

Journal of Geotechnical and Geoenvironmental Engineering, 2008
Soil nailing is commonly used for stabilizing cut slopes and retaining structures. The technique is, however, seldom used in stabilizing old loose fill slopes that were not constructed to the current standards. There is a concern that soil-nailed loose fill slopes may not render safety during heavy rainstorms.
Li, J., Tham, L. G., Junaideen, S. M., Yue, Z. Q., Lee, C. F.   +4 more
openaire   +3 more sources

Numerical Simulation and Monitoring Analysis for High-Fill Slope

Advanced Materials Research, 2013
It is necessary to simulate construction and operation and analyze monitoring data in time for dynamic construction and reinforcement design of high-fill slope. As a typical example, some high-fill slope is calculated with limit equilibrium method for evaluation of the slope stability.
Liang Liang Duan, Guo Jing He, Jin Yi, Yue Feng Li   +3 more
openaire   +2 more sources

Remediation of Slope Failure by Compacted Soil-Cement Fill

Journal of Performance of Constructed Facilities, 2017
AbstractRemediation of a complete destroyed slope is often difficult because of various geotechnical challenges and different constraints at the site.
Jason Y. Wu, Kaiming Huang, Munira Sungkar   +2 more
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Stability of slopes of hydraulic-fill dams

2021
The experimental data of stationary observations of pore pressure in a body of a hydraulic-fill dam have been given. The analysis of the results shows it is necessary to take into account of pore pressure at the account of stability of slopes of hydraulic-fill dams.
A.Zh. Zhusupbekov, A.S. Zhakulin, M.R. Nurguzhin   +2 more
openaire   +1 more source