Zobrazeno 1 - 10
of 19
pro vyhledávání: '"G. R. Dasari"'
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 8:01-20
The strength of the stabilised soil after wet deep mixing (DM) operation has often been found to be highly variable. Potential savings may be achieved by improving the uniformity of the DM process. However, the various factors that affect the non-uni
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::41076214dfe465557c19c441ce2be8db
https://doi.org/10.1680/ijpmg.2008.080101
https://doi.org/10.1680/ijpmg.2008.080101
Publikováno v:
Tunnelling and Underground Space Technology. 22:450-466
Significant additional loads could be induced in pile foundations adjacent to new tunnels. Accurate prediction of magnitude and shape of the ground displacements, which define curvature changes, is crucial for the computation of tunnelling induced be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3656141a4939d690c58cbb186dccfe33
https://doi.org/10.1016/j.tust.2006.08.002
https://doi.org/10.1016/j.tust.2006.08.002
Publikováno v:
Géotechnique. 56:677-691
This paper assesses the feasibility of studying wet deep mixing processes using centrifuge modelling. The scaling relationships relevant to modelling of the deep mixing were first established, and the likelihood of satisfying them in centrifuge model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57761404dbdd52d8bb7a14b67934b308
https://doi.org/10.1680/geot.2006.56.10.677
https://doi.org/10.1680/geot.2006.56.10.677
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 132:842-851
Objects placed on the seabed sink in because of the momentary liquefaction of the seabed due to wave loading. The depth of the momentary liquefaction depends on the pore pressure propagation which is governed by wave and seabed properties. A large-sc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cce719f81432409d561ad3112b7a7b92
https://doi.org/10.1061/(asce)1090-0241(2006)132:7(842)
https://doi.org/10.1061/(asce)1090-0241(2006)132:7(842)
Publikováno v:
Canadian Geotechnical Journal. 43:563-573
Characterization of the Old Alluvium (OA) Formation in Singapore is difficult due to its natural heterogeneity. The OA formation was deposited by a braided river system, and it exhibits a wide range of engineering properties. Its strength and stiffne
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b03eb4a019467b20c3ee7dc846f5e56c
https://doi.org/10.1139/t06-023
https://doi.org/10.1139/t06-023
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 9:119-125
To reduce computational requirements, soil nail systems are usually modelled in finite elements as plane-strain models in which discrete nails are ‘smeared’ as continuous plates. The interaction of adjacent nails across horizontal spacing is assu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2cf7eec8244b461857c222e89eccc45d
https://doi.org/10.1680/grim.2005.9.3.119
https://doi.org/10.1680/grim.2005.9.3.119
Publikováno v:
Journal of Computing in Civil Engineering. 19:323-327
The construction industry benefits greatly if all the existing three-dimensional (3D) geotechnical subsurface information of a city/country can be accessed at any time using the Internet. The geographic information system (GIS) is well suited for suc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4adcf712c15c3d21002c93e750cb6853
https://doi.org/10.1061/(asce)0887-3801(2005)19:3(323)
https://doi.org/10.1061/(asce)0887-3801(2005)19:3(323)
Publikováno v:
International Journal of Geomechanics. 5:125-137
Land reclamation is a major civil engineering activity in Singapore. Due to depletion of suitable local fills and the cost of imported land, dredged and excavated clay fills, in spite of their poor engineering properties, are being evaluated as a fil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::58df6971868952fb832a779eef4645f6
https://doi.org/10.1061/(asce)1532-3641(2005)5:2(125)
https://doi.org/10.1061/(asce)1532-3641(2005)5:2(125)
Publikováno v:
International Journal of Geomechanics. 4:296-309
It is well established that critical state soil mechanics provides a useful theoretical framework for constitutive modeling of soil. Most of the critical state models, including the popular modified Cam clay (MCC) model, predict soil behavior in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::066e923a8221744c85799c3f75720d55
https://doi.org/10.1061/(asce)1532-3641(2004)4:4(296)
https://doi.org/10.1061/(asce)1532-3641(2004)4:4(296)
Publikováno v:
Géotechnique. 54:561-569
The concept of granular void ratio, in which the volume of fines is treated as voids, was introduced to characterise mixed soils that contain both coarse (sand-size and above) and fine (clay and silt-size) soil particles. In using this concept, fines
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67e7f9ff3198bfaeb8b4cd68b2e23fa3
https://doi.org/10.1680/geot.2004.54.9.561
https://doi.org/10.1680/geot.2004.54.9.561