Zobrazeno 1 - 10
of 323
pro vyhledávání: '"R G ROBINSON"'
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. :1-12
Class C fly ash, a byproduct of thermal power plants, is often preferred for the stabilisation of expansive soils. However, improper optimisation of the stabiliser may lead to the premature failure of treated soils during wet–dry cycles. This study
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::69fb956f7cc32ebb1296cfbde6a4a8c6
https://doi.org/10.1680/jgrim.21.00024
https://doi.org/10.1680/jgrim.21.00024
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811967269
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e528dd0d882a22216aedb26208a5180f
https://doi.org/10.1007/978-981-19-6727-6_3
https://doi.org/10.1007/978-981-19-6727-6_3
Publikováno v:
IEEE Transactions on Dielectrics and Electrical Insulation. 28:897-905
Change in soil ionization surrounding a ground rod electrode after impulse voltage application with addition of water, acid rain and bentonite to different sized sand is examined. Impulse voltage and current responses in a rod-plane configuration sho
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d56d320b0e08dc05377c6bbc8ef8a6ec
https://doi.org/10.1109/tdei.2021.009501
https://doi.org/10.1109/tdei.2021.009501
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811664557
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a038ac1a7c31b9579f4ad8d88b0f1952
https://doi.org/10.1007/978-981-16-6456-4_13
https://doi.org/10.1007/978-981-16-6456-4_13
Publikováno v:
Advances in Civil Engineering Materials; April 2023, Vol. 12 Issue: 1 p99-113, 15p
Publikováno v:
Behavioural Neurology, Vol 6, Iss 3, Pp 151-154 (1993)
We examined a consecutive series of 40 patients with Parkinson's disease (PD) for the presence of anxiety. We found that 40 % met DSM-III criteria for generalized anxiety disorders, and half of them also met criteria for either major depression or mi
Externí odkaz:
https://doaj.org/article/82d5d168bb2944d286de9a9b3d5b2b16
Autor:
R. G. Robinson, M. Raheena
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811560859
Coefficient of secondary compression is one of the important consolidation properties of fine-grained soils exhibiting high secondary compression. Generally, soils containing significant amount of organic matter exhibit high secondary compression. It
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e0cf255db112aa29ddb8d6e0c0ce955
https://doi.org/10.1007/978-981-15-6086-6_89
https://doi.org/10.1007/978-981-15-6086-6_89
Autor:
K. Ilamparuthi, R. G. Robinson
This book presents articles covering a wide spectrum of topics in geotechnical engineering, including properties of soils, unsaturated soil mechanics, ground improvement, liquefaction and seismic studies, soil-structure interaction and stability anal
Autor:
R. G. Robinson, B. Soundara
Publikováno v:
KSCE Journal of Civil Engineering. 21:746-751
The piles in expansive soils would experience uplift force on the shaft of the piles due to the swelling of the soils. For a given soil, the magnitude of interface shear stress (uplift force) on pile depends on the interface friction between the pile
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93528dce7b2c2ee355e7e0f1048dd720
https://doi.org/10.1007/s12205-016-1001-8
https://doi.org/10.1007/s12205-016-1001-8
Autor:
R. G. Robinson
Publikováno v:
Developments in Geotechnical Engineering ISBN: 9789811358708
Several types of apparatus are available for the determination of properties of soils. It was observed that the same property, determined using different equipment, may yield different results. This paper discusses the effect of test method on proper
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b08ce47a0f805b4c7b97b374ab05889
https://doi.org/10.1007/978-981-13-5871-5_3
https://doi.org/10.1007/978-981-13-5871-5_3