Zobrazeno 1 - 10
of 84
pro vyhledávání: '"G. Madhavi Latha"'
Autor:
N. Srilatha, G. Madhavi Latha
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 8
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f60695ce9a4be4acdc53a4afc89df6c
https://doi.org/10.1007/s40891-022-00414-x
https://doi.org/10.1007/s40891-022-00414-x
Akademický článek
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Publikováno v:
Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics ISBN: 9789811614675
Low tensile strength of soils makes them unsuitable for constructions where soils are subjected to tensile loads. Earthquake loading on soils impose compression and tension loading cycles during which there is a high possibility of failure in geotech
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::522f993a56c8e070fff39b2159103216
https://doi.org/10.1007/978-981-16-1468-2_15
https://doi.org/10.1007/978-981-16-1468-2_15
Publikováno v:
Indian Geotechnical Journal. 47:326-337
This paper studies the effect of slope angle on the seismic response of unreinforced and reinforced soil slopes through a series of laboratory shaking table tests. Slopes were constructed using clayey sand and geogrids were used for reinforcing the s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ae4ee12f0caf0f52b974a8f91a2ac52
https://doi.org/10.1007/s40098-017-0225-y
https://doi.org/10.1007/s40098-017-0225-y
Autor:
Asha M. Nair, G. Madhavi Latha
Publikováno v:
International Journal of Geotechnical Engineering. 10:1-9
Laboratory tests on geosynthetic-reinforced soil–aggregate systems were carried out by many researchers to understand the improvement in bearing resistance of soil–aggregate systems because of geosynthetic reinforcement. California bearing ratio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7daac9c2d4e18cd50262d5739e4841a
https://doi.org/10.1179/1939787915y.0000000010
https://doi.org/10.1179/1939787915y.0000000010
Publikováno v:
Indian Geotechnical Journal. 45:449-457
Resilient modulus is an important parameter in flexible pavement engineering design. The stress–strain behavior of unbound granular base materials under static and cyclic loading and the effects of the state of stress, moisture content and loading
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::794d83425acd4efa8f9c9cc497127fd9
https://doi.org/10.1007/s40098-015-0155-5
https://doi.org/10.1007/s40098-015-0155-5
Autor:
Asha M. Nair, G. Madhavi Latha
Publikováno v:
Geomechanics and Geoengineering. 11:95-103
This paper presents the experimental results from laboratory repeated plate load tests on unreinforced and reinforced model sections of unpaved road constructed in a steel test tank. Different types of geosynthetics, namely, geotextile, two types of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::acf2a200951ad2aa83565cf1f5ff59fa
https://doi.org/10.1080/17486025.2015.1029012
https://doi.org/10.1080/17486025.2015.1029012
Publikováno v:
International Journal of Integrative Medical Sciences. 2:70-77
Result: Flourmill (FW) and construction works (CW) respiratory parameters are compared with the normal subjects. The levels FVC (0.01, 0.00, 0.00, 0.00, 0.00) and FEV1 (0.22, 0.02, 0.00, 0.14, 0.06) which are more dependent on the volumes and capacit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::29535b1f191b10291cf920b3ff921595
https://doi.org/10.16965/ijims.2015.104
https://doi.org/10.16965/ijims.2015.104
Akademický článek
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