Zobrazeno 1 - 10
of 46
pro vyhledávání: '"T. Tanchaisawat"'
Publikováno v:
New Horizons in Earth Reinforcement ISBN: 9781003416753
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06ff4fc1af4b159ec67597b0bc8495a3
https://doi.org/10.1201/9781003416753-7
https://doi.org/10.1201/9781003416753-7
Akademický článek
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Publikováno v:
Lowland Technology International. 18:1-8
Natural fibers can be made into woven geotextile and combined with growing vegetation for slope protection. Thailand has highly abundant natural fibers and rural communities have been converting them into handicrafts. The water hyacinth yarns were fa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bec1e5a4dc5a9f2f4503561a0843c0b2
https://doi.org/10.14247/lti.18.1_1
https://doi.org/10.14247/lti.18.1_1
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 168:130-143
This paper focuses on the behaviour of a full-scale test embankment with silty sand backfill on soft ground reinforced with kenaf limited life geotextiles (LLGs). Slide 5·0 software is used to analyse the stability of the embankment with kenaf LLGs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f194f7a63b12706d95af3fb410be904
https://doi.org/10.1680/grim.13.00014
https://doi.org/10.1680/grim.13.00014
Publikováno v:
International Journal of GEOMATE. 13
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::416073ef46ce79113926949e26767434
https://doi.org/10.21660/2017.39.95681
https://doi.org/10.21660/2017.39.95681
Publikováno v:
International Journal of Geotechnical Engineering. 8:315-327
First, the performance of woven water hyacinth limited life geosynthetics (LLGs) was investigated in the laboratory using index and hydraulic tests. Second, the field soil erosion control tests were conducted to confirm the performance of woven water
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ed130d91ce4ce45bf7b72dcd0d9d0aba
https://doi.org/10.1179/1939787914y.0000000045
https://doi.org/10.1179/1939787914y.0000000045
Publikováno v:
Geosynthetics International. 18:304-321
ABSTRACT: In this paper, a modification of the K-stiffness method, which is used to calculate the reinforcement load of mechanically stabilised earth (MSE) structures on firm foundations, was investigated for application to reinforced structures on s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a932e7b557c6dfec09824537a22c3eb9
https://doi.org/10.1680/gein.2011.18.5.304
https://doi.org/10.1680/gein.2011.18.5.304
Publikováno v:
Geotextiles and Geomembranes. 28:119-127
This paper deals with the interaction between the geogrid and the tire chip–sand mixture including the determination of the index properties of the backfill materials, the shear strength parameters, the interaction coefficients, and the efficiency
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b59b506aa89b6bb293622d3f507c5df7
https://doi.org/10.1016/j.geotexmem.2009.07.002
https://doi.org/10.1016/j.geotexmem.2009.07.002
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