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Now showing items 183-202 of 731

Earthquake safety in India: achievements, challenges and opportunities

Jain, Sudhir Kumar (Springer, 2016-05)

The Indian subcontinent has suffered some of the greatest earthquakes in the world. The earthquakes of the late nineteenth and early twentieth centuries triggered a number of early advances in science and engineering related ...
Earthquake-resistant confined masonry construction

Brzev, Svetlana; Mitra, K. (2018)
Effect of agar biopolymer on shear strength behaviour of Sabarmati soil

Smitha, S. (Indian Institute of Technology, Ganadhinagar, 2015)

Loose saturated sandy soils are low bearing capacity soils, which are also prone to liquefaction under earthquake conditions. Many soil treatment techniques using admixers are available such as cement, chemical grouts, ...
Effect of anisotropy on stress-strain and pore pressure response of normally and heavily over consolidated Nagpur expansive soil

Kantesaria, Naman Pranlal; Sachan, Ajanta (2019-03-04)
Effect of bed roughness on flow field around spur dyke in a rigid bed meandering channel

Sharma, Kedar; Mohapatra, Pranab K. (Taylor and Francis, 2020-10)

Effect of bed roughness on flow field and turbulence characteristics due to spur dyke in rigid bed meandering channel is presented in this study. This is an extension of authors earlier work. In the experiments, cement ...
Effect of bottom ash content on dynamic behavior of pond ash

Teli, Sujay; Sachan, Ajanta (23-06-22)
Effect of channel bed roughness on the mode of bedload transport and signal response of impact plate with an accelerometer

Sahu, Bidhan Kumar; Mohapatra, Pranab K. (2023-04-23)
Effect of coarse content on monotonic, dynamic and liquefaction response of pond ash

Luhar, Hiral Rajendrabhai (Indian Institute of Technology Gandhinagar, 2022)
Effect of confining pressure on strain localization of a sand specimen under plane strain condition

Mukherjee, Mousumi; Gupta, Anurag; Prashant, Amit (IACMAG, 2014-09-22)
Effect of crushing and strain rate on mechanical behavior of type-F fly ash

Gupta, Kanika; Sachan, Ajanta (Springer Verlag, 2018-03)

Fly ash is a by-product of coal combustion from thermal power plant. It comprises of hollow spherical silt size particles with low specific gravity. The increased use of fly ash in highway/railway embankment construction ...
Effect of crushing and strain rate on mechanical behaviour of Gandhinagar fly ash

Gupta, Kanika (Indian Institute of Technology Gandhinagar, 2017)

Fly ash is a by-product of coal combustion from thermal power plant. It comprises of hollow spherical silt size particles with low specific gravity. Fly ash finds its major use as a structural fill material in highway and ...
Effect of crushing on stress-strain & pore pressure behaviour of micaceous kutch soil under monotonic compression & repeated loading-unloading conditions

Mishra, Manas Chandan (Indian Institute of Technology Gandhinagar, 2016)

Mica particles are flaky and layered in nature with relatively low hardness as compared to quartz particles. Mica content of more than 10% is not recommended for construction especially for pavements due to high water ...
Effect of crushing on stress-strain behavior of fly ash under monotonic compression and repeated loading-unloading conditions

Shrivastava, Aparna; Ghanghas Ankit; Sachan, Ajanta (2019-12-19)
Effect of crushing on stress�strain and pore pressure behavior of micaceous Kutch soil under monotonic compression and repeated loading�unloading conditions

Sachan, Ajanta; Seethalakshmi, P.; Mishra, Manas C. (Springer, 2019-05)

Mica particles are flaky and layered in nature with relatively low hardness as compared to quartz particles. Micaceous soil with more than 10% mica is generally not recommended for pavements due to low compactability and ...
Effect of fascia gravity on the design of reinforced soil walls

Pal, Homit Singh; Kolli, Mohan Krishna (2019-03-04)
Effect of fire on in-plane and out-of-plane behavior of reinforced concrete frames with and without masonry infills

Kumar, Puneet; Srivastava, Gaurav (Elsevier, 2018-04)

The present study develops a generic three-dimensional (3D) finite element (FE) model to characterize the in-plane and out-of-plane behavior of masonry infill reinforced concrete (RC) frames under fire exposure. The developed ...
Effect of fly ash layer addition on bearing capacity of expansive soil

Sivakumar, N.,; Mandal, Anirban; Karumanchi, Siva Ram; Singh, Dhananjay K. (ICE Publishing, 2020-12)

The long-term structural performance of roads is mainly governed by the characteristics of subgrade soil. Subgrades with high compressive clays are one of the challenging aspects worldwide. Expansive soils swell and shrink ...
Effect of frequency and amplitude on dynamic behaviour, stiffness degradation and energy dissipation of saturated cohesive soil

Pandya, Saloni; Sachan, Ajanta (Taylor & Francis, 2019-10)

Cohesive soil undergoes cyclic softening when experiences the dynamic loading conditions. Evaluation of strength loss under such loading conditions is essential for soil stability analysis. The present study investigates ...
Effect of gap between column and masonry infill on the response of masonry-infilled reinforced concrete frames

Sonpal, Ashutosh; Kumar, Manish; Sarma, Hrishikesh D. (2019-06)
Effect of gradation and stress ratio on liquefaction response of ennore sand

Pal, Homit Singh; Hussain, Majid; Sachan, Ajanta (13-07-20)

Now showing items 183-202 of 731

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