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2nd International Conference on
PROBLEMATIC SOILS
3 – 5 December 2006
Selangor, MALAYSIA
Keynote Papers
Modeling the behavior of soft clays and new contributions for soil improvement solutions
Mounir Bouassida*
Deformation analysis of peaty soft ground under embankment with vacuum preloading
T Mitachi* and NYamazoe
The residual shear strength of soils, including those reinforced with short polypropylene fibres
M Isabel M Pinto, L J L Lemos, and Isabel M C F G Falorca
Effectiveness of sloping capillary barriers under high precipitation rates
Harianto Rahardjo*, Denny Tami and Leong Eng Choon
Bonded soils: problematic or predictable?
D G Toll, V Malandraki, Z Ali Rahman and D Gallipoli
Technical Papers
Estimating ultimate bearing capacity of heaved soils subjected to repeated cycles of shrinkage and swelling
A M Abu-Bakr
Laboratory formation of artificial collapsible loess
M Ahmad and I Jefferson*
Experimental detection of one dimensional grout spread using image processing active contour model
A Aït Alaïwa, N Saiyouri and P-Y Hicher
Mathematical modeling of slope stability using deterministic approach
Salem Al-Sanusi*, Gassem Jalut and Amro Osman
Geotechnical properties of municipal solid waste landfill in Chiangmai, Thailand
Chitchai Anantasech
Waste materials in ground improvement applications
W Brown*, J A Black, B A McCabe and V Sivakumar
Treatment of a collapsible soil for road construction
D Cameron* and R Nuntasarn
Relationship between shear wave velocity and undrained shear strength of stabilised natural clays
C-M Chan
Effect of random inclusion of fiber in the volume change behaviour of Cochin marine clay
Sobha Cyrus*, US Sharma and Babu T Jose
Compressibility behavior of tropical peat soil
Youventharan Duraisamy*, Bujang B K Huat, Ratnasamy Muniandy and Azlan Abdul Aziz
Groundwater problems and solutions in desert arid areas
M Hamza, M Shahien* and S Corrie
Variation in strength improved by the trencher mixing method
H Hashimoto*, S Nishimoto and H Hayashi
Evaluation of permeability and compressibility variation in consolidation of clays
A M Hassan and A M Abu Bakr
Performance of prefabricated vertical drain method with reinforced fill on peat
Hirochika Hayashi* and Satoshi Nishimoto
The usefulness of nominal cement on bearing capacity and modulus of deformation of clayey soil
M Z Hossain* and T Sakai
Principle & method of optimization design for soft soil stabilizer
Huang Xin*, Ning Jian-Guo, Li Zhan-Guo and Xu Sheng
Chemical stabilization for tropical peat soils
Bujang B K Huat* and Youventharan Duraisamy
Effect of anisotropic consolidation on unconfined and triaxial compressive strength of remolded highly organic soil
M Igarashi, M Tsushima*, T Mitachi, H Oikawa and T Ogino
Implementation of treatment mesaures for sinkhole occurrence in the state of Kuwait
H Kamal, M Taha and H Karam
Highly organic soil stabilization by different types of admixture
P K Kolay* and N S Bt Romali
The effect of silica fume on the clay stabilized with lime in presence of sulphate
M Makarchian and H Roshan Omid
EPS footing for lightweight farm structure on peat soil
Mohammad Abdullah, Bujang B K Haut*, Rezuwan Kamaruddin, Abu Kasim Ali and Youventharan Duraisamy
Hydraulic conductivity of decomposed granite soil in unsaturated state
T Nishigata, Y Nakayama, K Inoue, K Sawa, K Nishida and S Araki
Expansive bentonite/silt mixture behavior in cyclic suction-controlled drying and wetting
H Nowamooz, F Masrouri and O Cuisinier
Evaluation of shear modulus of reconstituted highly organic soil by bender element test
T Ogino, H Oikawa, T Mitachi and M Igarashi
Soil modelling by a dynamically coupled solid-water-gas system
J P Oostveen*
The role of silt fraction on the erosion and dispersivity behaviour of clayey soils
V R Ouhadi* and M Shahbazi-Tabar
Evaluation of drained shear strength of bentonite - sand mixtures
Mohammad S Pakbaz*, and Navid Khayat
Utilization of flyash and lime sludge in combination for improving expansive soil
K A Patil* and M M Kolhe
Investigation of factors affecting the design of sodium silicate grout
M S Ranadive* and R B Shirole
Characterization of a Swelling Clay Stone: Physical, Mineralogical and Mechanical Properties
M Shahien*
Glass industry waste as foundation support for structures
Shaukat Ali Khan*
Glass industry waste as fill for highways embankments
Shaukat Ali Khan*
Topographical maps and construction problems
Shaukat Ali Khan*
Strengthening of existing shallow foundation due to change in bearing capacity
Shaukat Ali Khan* and Naveed Arshad
Behavior of california bering ratio of soil/fly ash mixtures with and without additives
P V Sivapullaiah, Basavaraj Katageri* and R N Herkal
Consolidation characteristics and feasibility of empirical correlations for estuary deposits
C H Solanki*, J A Desai and M D Desai
Expansive soils in India – properties, problems and case study
C H Solanki* and B J Mehta
Efficacy of stabilized fly ash cushions in arresting heave of expansive soils
A Sreerama Rao*, R Dayakara Babu and B Varaprasada Rao
The identification of the critical layer in the mechanism of landslide with the application of distinct element method
Su Su Kyi*, K Aoki, Y Mito, D Karnawati and Subagyo Pramumijoyo*
Stability of slope constructed on medium stiff clay traced with inclined layer of expansive clay 363
P Tanseng*
A conversion procedure using plane strain unit cell under vacuum-surcharge preloading condition
Tuan Anh Tran and Toshiyuki Mitachi
Geotechnical properties of two volcanic soils
L D Wesley*
Geotechnical conditions and soil improvement techniques applied in construction of the A2 motorway in Poland
Andrzej TWojtasik*, Pawel Lecki, Maciej Troc and Pawel Dojcz
Effect of process of ettringite formation on strength properties in stabilized soil
Xu Sheng* and Huang Xin
Building techniques of expansive soils embankment for Guangxi Nanning - Youyi Gate Expressway
Yang He-Ping, He Ying-Xi and Zheng Jian-Long
Reduction of swell pressure of expansive soils using some polymeric additives
S Yasrobi and M Mirzababaei* |
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