Titlebook: Advances in Reinforced Soil Structures; Proceedings of the 1 Sanjay Kumar Shukla,Erol Guler Conference proceedings 2018 The Editor(s) (if a

Foregery

https://doi.org/10.1007/3-540-44686-9ped in the neural network model, to determine the direct or inverse effect of input parameters to the output. An ANN model equation is developed based on trained weights of the neural network model. The results from artificial neural network (ANN) were compared with the laboratory model test results and these results are in good agreement.

Indelible

Feasibility of Utilization of Metalized Plastic Waste in Cohesionless Soil, up to 1.5% by weight. Beyond 1.5% of addition of MPW flakes reduced the shear strength. However, the experimental study demonstrated the feasibility for a sustainable utilization of MPW in cohesionless soil. Soil reinforced with MPW could be used for the civil engineering applications where shear strength enhancement is required.

genuine

CLEFT

Sam Bigeard,Frantz Thiessard,Natalia Grabarional and the large-scale shear box are in good agreement. Therefore, the 100 mm shear box is satisfactory for testing materials like those used in the present investigation. The values of friction coefficient, ., at the sand – geotextile interface are affected by the geotextile type and range from

愤慨一下

Sam Bigeard,Frantz Thiessard,Natalia Grabared by a method known from the literature..Then, interface friction angles were determined according to a new method called “tension procedure” which considers the measurement of the tension developed by the geosynthetic reinforcement during inclined plane tests..Compared to previous data, the propos

发出眩目光芒

Malek Lhioui,Kais Haddar,Laurent Romary ratio was also found to be less. It was also observed that there was an increase in the tangent modulus with increase in percentage of reinforcement at higher confining pressure when aluminium was used as a disc shaped plate reinforcement.

dissent

Malek Lhioui,Kais Haddar,Laurent Romaryferent proportions to study the swelling and shrinkage behavior of expansive soils. Swell tests were performed by varying the fibre content and lime with expansive soils. Tests were also conducted by blending fibres and lime together with expansive soils. In a similar way, shrinkage tests were also

sebaceous-gland

iodides

Coronary