Zobrazeno 1 - 10
of 21
pro vyhledávání: '"D T Bergado"'
Autor:
D. T. Bergado, N. Miura
Publikováno v:
Lowlands ISBN: 9780203748596
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4592f88f5d99fbf265ea4c4db343b35a
https://doi.org/10.1201/9780203748596-8
https://doi.org/10.1201/9780203748596-8
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 163:13-21
Scrap tyres are unwanted urban waste, the volume of which is increasing every year. One possible recycling method is for the shredded tyres, either alone or mixed with soil, to be used as a lightweight geomaterial. The present study aimed to examine
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c6ef5b221daa5bfff394b94dc1c17cf
https://doi.org/10.1680/grim.2010.163.1.13
https://doi.org/10.1680/grim.2010.163.1.13
Publikováno v:
Geosynthetics International. 16:420-432
ABSTRACT: A full-scale test embankment, 6.0 m high, was constructed on soft Bangkok clay using a rubber tire chip–sand mixture as a geocomposite material reinforced with geogrid reinforcement with concrete block facing in the middle portion of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::85c01743b7db2adc2fc4417da1cfaf26
https://doi.org/10.1680/gein.2009.16.6.420
https://doi.org/10.1680/gein.2009.16.6.420
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 161:179-187
This paper presents the effects of raising the temperature of soft Bangkok clay, up to 90°C, in combination with the performance of prefabricated vertical drains (PVD) during the preloading process called thermo-PVD, as measured in laboratory model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::770b654ab227a0ba16011f7928cb2085
https://doi.org/10.1680/grim.2008.161.4.179
https://doi.org/10.1680/grim.2008.161.4.179
Publikováno v:
International Journal of Geomechanics. 8:114-122
This paper presents the results of a study on the thermal conductivity of a soft saturated clay (Bangkok clay) carried out in relation to an investigation into thermal ground improvement using prefabricated vertical drains. The thermal conductivity o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea87686cd2835508fbd3a6714cebe037
https://doi.org/10.1061/(asce)1532-3641(2008)8:2(114)
https://doi.org/10.1061/(asce)1532-3641(2008)8:2(114)
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 9:149-162
The Bangkok subsoil that forms part of the larger Chao Phraya Plain consists of a broad basin filled with sedimentary soil deposits that form alternate layers of sand, gravel and clay. The depth of the bedrock is still undetermined, but its level in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7ccdd3759b4bdefed12a3ef831db3538
https://doi.org/10.1680/grim.2005.9.4.149
https://doi.org/10.1680/grim.2005.9.4.149
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 4:153-163
The response of reconstituted soft Bangkok clay to electroosmotic consolidation was investigated using the small cylinder electro-osmotic cell and the large consolidometer. Test results indicated that employing electro-osmosis to induce consolidation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3065c8ff0f41097399ec836f4c9cef8b
https://doi.org/10.1680/grim.2000.4.4.153
https://doi.org/10.1680/grim.2000.4.4.153
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 4:47-58
A fully instrumented test embankment reinforced with hexagonal wire was constructed on a soft Bangkok clay foundation in Thailand. The reinforced wall consisted of an 80° inclined gabion facing on one side and a sloping unreinforced sand fill on the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25e979312b43d847b93148f979394538
https://doi.org/10.1680/grim.2000.4.2.47
https://doi.org/10.1680/grim.2000.4.2.47
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 3:7-19
Two types of sand compaction pile (SCP) model tests have been carried out to investigate the engineering properties of locally available and low-quality sand in Thailand as well as its suitability for SCP construction materials. The SCP model tests w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9c37983b3400982a8d68dcb1e6ab3494
https://doi.org/10.1680/gi.1999.030102
https://doi.org/10.1680/gi.1999.030102
Publikováno v:
Geotechnical Engineering for Disaster Mitigation and Rehabilitation and Highway Engineering 2011.
In order to investigate the factors affecting kinked steel grid reinforcement in Mechanically Stabilized Earth (MSE) structures, pullout tests were conducted to find out the new structure of steel grid reinforcement by making one or two triangular ki
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::542da301415ef1a3d4632e719b1b1b93
https://doi.org/10.1142/9789814365161_0009
https://doi.org/10.1142/9789814365161_0009