Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Giridhar, Rajesh"'
Publikováno v:
In Ocean Engineering 1 March 2016 114:47-57
Publikováno v:
Indian Geotechnical Journal; 20240101, Issue: Preprints p1-11, 11p
Publikováno v:
In Environmental Pollution October 2011 159(10):2775-2780
Publikováno v:
Arabian Journal of Geosciences. 14
The objective of the present study is to develop a seismotectonic map and seismicity parameters for the Amaravati area, part of Peninsular India. Amaravati is the proposed capital of Andhra Pradesh, India. The seismic influence zone for the present s
Publikováno v:
Journal of Applied Geophysics. 205:104757
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811619922
Pile foundation experiences negative skin friction when the surrounding soil settles more than the pile, which induces an increased compressive force on piles, called drag load, and it also induces settlement in pile called down drag. The drag load a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9ec1bca23007a87355057cac801a91ed
https://doi.org/10.1007/978-981-16-1993-9_34
https://doi.org/10.1007/978-981-16-1993-9_34
Autor:
K. Purna Vindhya, B. Giridhar Rajesh
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811619922
Soil reinforcement is defined as a method to enhance the engineering characteristics of the soil. In the last few decades, the construction of reinforced earth walls in various scenarios has gained importance due to its flexibility, economy, and ease
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::459c289fdc230f3a22b952c0a80b86f2
https://doi.org/10.1007/978-981-16-1993-9_33
https://doi.org/10.1007/978-981-16-1993-9_33
Publikováno v:
Natural Hazards. 96:97-119
To understand the serviceability aspects of seawalls, it is essential to study the permanent displacements of seawalls that occur during the earthquakes. Studies in the existing literature have concentrated on displacements of retaining walls with dr
Publikováno v:
Marine Georesources & Geotechnology. 35:930-938
The sparsity of examination of seismic passive earth pressure acting on retaining wall holding soil backfill with full submergence, which is more common in waterfront areas, can be noticed from the literature. In the current study, a closed-form solu
Publikováno v:
Ocean Engineering. 114:47-57
Proper design of seawall in earthquake prone region is one of the major concerns in geotechnical earthquake engineering. This paper presents the stability analysis of seawall under the combined action of earthquake forces, non-breaking wave force, hy