Zobrazeno 1 - 10
of 54
pro vyhledávání: '"Dang, LC"'
Autor:
Dang, LC, Khabbaz, H
In this study, a series of laboratory tests was conducted to investigate the possibility of enhancing the mechanical properties of expansive soil using bagasse fibre (BF, a waste by-product of sugar industry) integrated without or with lime stabilisa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::396e31b352b1a54d443847d67d4526fd
https://hdl.handle.net/10453/169284
https://hdl.handle.net/10453/169284
Bagasse ash (BA) is an abundant industrial waste of the sugar-cane refining industry, and its improper disposal can result in a detrimental impact on the environment. In this investigation, BA is considered to assess the possible advantages of its po
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::5a2d04708c23001e836615a809d19627
https://hdl.handle.net/10453/157024
https://hdl.handle.net/10453/157024
A numerical analysis on the stability of soil–cement column-reinforced riverbank along a river delta region in Viet Nam is presented in this paper. The numerical analyses based on the limit equilibrium method (LEM) were performed to assess the safe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::d78185d6eeff55ecc188a95401e46cb3
https://hdl.handle.net/10453/169208
https://hdl.handle.net/10453/169208
In this investigation, a ground-modification technique utilising a fibre-reinforced load-transfer platform (FRLTP) and columns-supported (CS) embankment constructed on multi-layered soft soils is proposed and investigated. After validating the propos
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::e461e2f2e2b179ec8771c3be3ac530c3
https://hdl.handle.net/10453/157408
https://hdl.handle.net/10453/157408
© Springer Nature Singapore Pte Ltd. 2020. Fibre reinforcement has been proved to be effective in improving geotechnical characteristics of both untreated and cemented soils, such as shear and compressive strength, bearing capacity, ductility and lo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::df2ecd7d501933cd1d14289d28549633
https://hdl.handle.net/10453/141968
https://hdl.handle.net/10453/141968
The at-rest lateral earth pressure coefficient (K0) is an essential soil property in design of geotechnical problems, but investigating its influence on behaviour of embankments supported by load transfer platform and columns improved soft soils has
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::5172c19478c67802f9c2b9a2327f3410
https://hdl.handle.net/10453/148784
https://hdl.handle.net/10453/148784
This paper presents a numerical study on the stability of columns reinforced riverbank along a river delta region in Viet Nam. First, an array of numerical analyses based on the limit equilibrium method (LEM) incorporated in GeoSlope was conducted on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::43f40a56c5d98067e24305a2168899fa
https://hdl.handle.net/10453/148701
https://hdl.handle.net/10453/148701
This study proposes a novel ground modification technique utilising fibre reinforced load transfer platform (FRLTP) and deep cement mixing (DCM) columns supported (CS) embankment constructed over soft soils. An equivalent two-dimensional finite eleme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::62b4be4402de8b1b36b3ff02007c7a18
https://hdl.handle.net/10453/129454
https://hdl.handle.net/10453/129454
© 2019 American Society of Civil Engineers. The primary aim of study is to evaluate the influence of hydrated lime and bottom ash on strength properties of expansive soil by two different kinds of dry-weight-based ratios. In this research, bottom as
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::edf6f26916a35502847a8048a2300243
https://hdl.handle.net/10453/134113
https://hdl.handle.net/10453/134113