Zobrazeno 1 - 10
of 61
pro vyhledávání: '"Retnamony G. Robinson"'
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. :1-12
Vertical drains are used widely to accelerate the consolidation of soft clay deposits when preloading is used as a ground improvement technique. One of the essential input parameters required in Barron's theory is the coefficient of horizontal consol
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::96d80f6d866781e34e2cd6ffae6d96ce
https://doi.org/10.1680/jgrim.22.00055
https://doi.org/10.1680/jgrim.22.00055
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 176:88-98
Triaxial tests are generally conducted to establish the mechanical behaviour of cement-treated clays. Numerical simulations of these tests involve selection of the correct constitutive model, which can capture the key features of the stress–strain
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::167f0db2034d424f0835554e94391f8b
https://doi.org/10.1680/jgrim.20.00041
https://doi.org/10.1680/jgrim.20.00041
Autor:
M. Raheena, Retnamony G. Robinson
Publikováno v:
Canadian Geotechnical Journal.
This note presents a rational procedure to determine the initial strain rate of controlled-strain loading (CSL) consolidation test and control the strain rate during the test within the permissible limits of pore pressure ratio. The initial strain ra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abb3c0ea73fd3296f4e075f6f78b1063
https://doi.org/10.1139/cgj-2022-0351
https://doi.org/10.1139/cgj-2022-0351
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 174:143-156
Conventional triaxial compression and unconfined compressive strength tests are the most common testing methods used in the laboratory to determine the shear strength of soil. These tests employ the axisymmetric condition for testing. However, severa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::967147127d0b067181e81eb05c0ea5f0
https://doi.org/10.1680/jgrim.18.00090
https://doi.org/10.1680/jgrim.18.00090
Publikováno v:
Géotechnique. 71:645-654
This note describes a faster and complete consolidation testing procedure using the inflection point method so as to obtain the void ratio–consolidation curve at the end-of-primary consolidation and the coefficient of consolidation. The testing pro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::713a4230865eaf04723253e1ecde4032
https://doi.org/10.1680/jgeot.18.p.124
https://doi.org/10.1680/jgeot.18.p.124
Autor:
Amal Azad Sahib, Retnamony G. Robinson
Publikováno v:
International Journal of Geotechnical Engineering. 14:986-993
Marine clays are reported to undergo an irreversible change in plasticity on drying. Various reasons such as the presence of halloysite and allophane minerals that change their structure, presence ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ebfe199c9ed435608a0086bcc3b61a18
https://doi.org/10.1080/19386362.2020.1711554
https://doi.org/10.1080/19386362.2020.1711554
Publikováno v:
Geotechnical Testing Journal. 46:20220098
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a173fb72d24e16d20a8e46bf4416d1ae
https://doi.org/10.1520/gtj20220098
https://doi.org/10.1520/gtj20220098
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811618307
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d8f0ea848c2f7461ea361651d89fc40
https://doi.org/10.1007/978-981-16-1831-4_22
https://doi.org/10.1007/978-981-16-1831-4_22
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 6
Expansive soils exhibit volume-change behaviour on exposure to moisture changes due to the presence of the montmorillonite mineral. The swell–shrink behaviour of these soils could lead to instability of the structures found on them, specifically th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9454758c9bb985dab213864de5f850a2
https://doi.org/10.1007/s40891-020-00235-w
https://doi.org/10.1007/s40891-020-00235-w
Autor:
K. Lini Dev, Retnamony G. Robinson
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811560859
Flowable fills, also called as Controlled Low Strength Materials (CLSM), are often used as alternative to compacted granular materials in specific situations like bedding layer to buried pipelines and backfill behind retaining walls. The fills are wi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8cf99368e8dbdf2c22622a85c06ad08c
https://doi.org/10.1007/978-981-15-6086-6_50
https://doi.org/10.1007/978-981-15-6086-6_50