Titlebook: Earth Retaining Structures and Stability Analysis; Proceedings of the I Kasinathan Muthukkumaran,Balunaini Umashankar,N. K Conference proce

2否定

https://doi.org/10.1007/978-3-662-61262-0vestigation program covering the topographical, geological cum geotechnical aspects of the affected area and also on the proposed construction materials were undertaken to formulate the suitable rehabilitations measures of the failed valley slopes. The detailed engineering design by analyzing the st

配偶

得体

哺乳动物

羊齿

https://doi.org/10.1007/978-3-658-16303-7eless sensor network (WSN) system is employed. The algorithm used by the WSN for early warning of landslides uses predefined thresholds for the monitored triggering parameters. Though the rainfall-based threshold model is mostly used for early warning systems, its effect on landslides is difficult t

CARK

Forage饲料

Bernhard Rieß,Christoph Wallraffng in view the various uncertainties associated with the geotechnical parameters, in the study, the first-order reliability method (FORM) has been made use of as a reliability model to perform the probability-based stability analysis of the bioreactor landfill. It is observed that the safety factor

deciduous

Immobilize

,Elastic–Perfectly Plastic Behavior of Lower Siwalik Sandstones,hills of the Himalayas. The rock is classified as fine to medium grained poorly to moderately cemented gray silty sandstone and is highly to moderately jointed, with bands of mudstone (1–10 m thick). The permeability of rock mass is ranging from 10. to 10. cm/s. The rock mass falls in Class-IV, poor

GNAT

Effect of Volume Loss During Tunnel Construction on the Ground Surface, of soil. Computed results have been presented and discussed in the form of displacements of soil and tunnel and stress concentration surrounding the tunnel. The results obtained by finite element analysis have been compared with the available closed-form solution.