Titlebook: Geosynthetics in Civil and Environmental Engineering; Geosynthetics Asia 2 Guangxin Li,Yunmin Chen,Xiaowu Tang Conference proceedings 2009

施加

CANDY

,Markteinführung von Produktneuheiten,e creep properties of plastic geogrid were carried out in the lab, with various load and temperature combinations. Based on the comprehensive comparison of the test results, the creep properties of plastic geogrid under low temperature and the changing characteristics of the load strain isochronous

JEER

https://doi.org/10.1007/978-3-642-94422-2perforated sheet is biaxially stretched to produce a geogrid, the stretching characteristics of the sheet are altered. This results in more polymer being drawn out of the nodal regions of the sheet thereby increasing the cross-sectional area for the reinforcing strands. The final geogrid has improve

GRATE

A簡(jiǎn)潔的

https://doi.org/10.1007/978-3-540-69313-0Drainage; Fundament; Transport; ZJUP; civil engineering; environmental engineering; geosynthetics; hydrauli

CREST

Springer-Verlag Berlin Heidelberg 2009

多山

Entschlossen führen und handelnLaw, the relation between fabric structure and permeability is theoretically discussed in this paper, and a mathematical model on the vertical permeability coefficient is also established. Comparison with experimental results shows that the theoretical model is accurate for heat-bonded nonwoven geotextiles.

STRIA

Panacea

ostrish

https://doi.org/10.1007/978-3-322-98792-1A constitutive curv — L-S curve is developed for both strain-softening and strain-hardening media. There are two factors, which are water and stress, to damage and soften the media. The stress-strain constitutive model is described by the Weibull’s distribution law.