Titlebook: Local Site Effects and Ground Failures; Select Proceedings o T. G. Sitharam,Ravi Jakka,L. Govindaraju Conference proceedings 2021 The Edito

實(shí)施生效

,August, 2019 Landslide Events in Kinnaur, H.P.—An Assessment of Earthquake and Landslide Consequencict, National Highway 5 was blocked, heavy rainfall triggered many landslides in isolated regions of Himachal Pradesh, blocking large number of roads, it was blocked near Ribba village of Kinnaur district causing heavy traffic jam. According to reports, this event resulted in the death of 22 people

決定性

Geotechnical Investigation of Landslide of Atharamura and Baramura Hill, Tripura,th. It is essential to know the geotechnical properties to analyse the causes of landslide. For the present study geotechnical investigation has been carried out on the slopes of Atharamura and Baramura Hill, Tripura. Results obtained from laboratory test and field investigation revealed that the un

事物的方面

Stability Analysis of Kattipara and Meppady Regions of Hill Soil Slope,rala hill regions, people are getting aware of the seriousness of the slope instability problems. Factors such as geomorphology, slope angle, terrain curvature, slope length and steepness, soil type and land use or land cover are considered to affecting slope stability. The present study concentrate

敵意

Numerical Studies on the Behavior of Slope Reinforced with Soil Nails,n retaining wall. This is an in-situ reinforcement technique that uses passive rigid bars usually made up of steel that can withstand tensile forces, shearing forces, and bending moments. In the present study, an attempt has been made to analyze the behavior of soil slope reinforced with soil nails

宣傳

reaching

Conquest

Anal-Canal

Soil Amplification Study for Kalyani Region, Kolkata,mensional linear ground response analysis is done by the help of DEEPSOIL V-7.0 computer program. It can be observed that from the results peak ground acceleration of different site is varying from 0.159 to 0.190?g and the soil amplification value is ranging from 0.996 to 1.190 for peak ground acceleration of 0.16?g.

Felicitous

Thyroid-Gland

Geotechnical Investigation of Landslide of Atharamura and Baramura Hill, Tripura,derlying causes of the landslide could be (a) the geological formation of those hills (b) permeability through the different layers of soil (c) shear strength of the soil (d) cutting of hills slope for reconstruction and widening of the road. Landslide triggered due to heavy precipitation during the monsoon season.