Bearing capacity of sandy soil treated by Kenaf fibre geotextile
- 22 June 2017
- journal article
- research article
- Published by Springer Nature in Environmental Earth Sciences
- Vol. 76 (12) , 1-6
Abstract
No abstract availableKeywords
Funding Information
- Universiti Teknologi Malaysia (Q.J130000.2522.14H33)
This publication has 7 references indexed in Scilit:
- Behaviour of soft soil improved by floating soil–cement columnsInternational Journal of Physical Modelling in Geotechnics, 2018
- Behaviour of weak soils reinforced with soil cement columns formed by the deep mixing method: Rigid and flexible footingsMeasurement, 2015
- Behavior of Weak Soils Reinforced with End-Bearing Soil-Cement Columns Formed by the Deep Mixing MethodMarine Georesources & Geotechnology, 2014
- Measured and simulated results of a Kenaf Limited Life Geosynthetics (LLGs) reinforced test embankment on soft clayGeotextiles and Geomembranes, 2014
- Experimental investigations on tensile and pullout behaviour of woven coir geotextilesGeotextiles and Geomembranes, 2008
- Use of ‘Limited Life Geotextiles’ (LLGs) for basal reinforcement of embankments built on soft clayGeotextiles and Geomembranes, 2007
- A study on shear strength of sands reinforced with randomly distributed discrete fibersGeotextiles and Geomembranes, 2003