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The knowledge of earth pressure concepts plays a major role to design a retaining wall. The most traditional pseudo-static methodology as proposed by Mononobe–Okabe gives the direct approximation of earth pressure in seismic condition. This paper utilised the pseudo-dynamic methodology to figure out the seismic earth pressure on rigid wall with cohesion less backfill along with considering the effects of time, phase difference, soil amplification factor along with the variation in seismic velocities. The main contribution is the soil amplification and backfill inclination which is not given much attention before. By considering the above factors coefficients the seismic earth pressure against retaining wall is determined. The coefficient of seismic passive earth pressure decreases with the increase of soil amplification keeping other properties as standard values. The value of coefficient of seismic active earth pressure increases with increase of soil amplification. The comparison is also done without taking backfill angle for both coefficients of seismic earth pressures. The influence of all the soil properties like backfill angle, wall friction angle, soil friction angle, non-dimensional parameters are shown in tabular format as well as in the graphical with respect to the soil amplification which is more realistic towards the design. [ABSTRACT FROM AUTHOR]

The designing of retaining walls requires the complete knowledge of earth pressure distribution. Under earthquake conditions the design needs special attention to reduce the devastating effect, but under seismic conditions, the available literature mostly uses the pseudo-static analytical solution as an approximate to the real dynamic nature of the complex problem. This paper shows a detailed study on the seismic passive earth thrust behind a cantilever retaining wall with inclined backfill surface by pseudo-dynamic analysis. A planar failure surface has been considered. The effect of variation of parameters such as soil friction angle, wall friction angle and back fill inclination have been explored. A complete analysis shows that the time dependent non-linear behaviour of the pressure distribution obtained in the present method results in more realistic design values of earth pressures under earthquake conditions. Results are provided in tabular and graphical non-dimensional form and compared thoroughly with the existing values in the literature. [ABSTRACT FROM AUTHOR]

This paper presents the results of laboratory shaking table tests performed to study the dynamic behavior of reinforced steep slopes. The surface displacements, settlement of the crest and acceleration responses along with strain behavior of the facing wall are examined during the tests. Two 18-cm high steep slopes with slope angles of 60° and 70° are considered. Each slope is reinforced with nine number of hollow aluminum nails placed in three rows. Each nail is glued with three strain gauges to measure the tensile force developed in the nails. Four strain gauges are fixed at the center of the facing wall to measure the development of strains during shaking. The acceleration responses at the base and crest of the model slopes are monitored during the test durations. The numerical simulation of the model tests is performed by a commercial program called FLAC. The numerical results are found to be reasonable close to the corresponding experimental results. [ABSTRACT FROM AUTHOR]

The article discusses a method for synthesizing amide bonds using deoxyfluorinated carboxylic acids and pyridinesulfonyl fluoride. The authors optimized the reaction conditions and explored the substrate scope, demonstrating the versatility and utility of their method. They also showcase the application of this methodology in the synthesis of a challenging ester-linked compound and a tetrapeptide. The research was supported by various funding sources, and there are no conflicts of interest to declare. This article provides valuable information for researchers in the field of medicinal chemistry and organic synthesis. [Extracted from the article]