The Effect of Water's Cations on the Consolidation Settlement Process of Clay with Kaolinite

QR Code

The Effect of Water's Cations on the Consolidation Settlement Process of Clay with Kaolinite

Due to high effect on stability of construction, settlement is very important factor in construction and foundation engineering. Before implementing any project, we should determine the potential of soil in terms of the amount and type of settlement. In saturated clays, water loss from soil perfor...

Full description

Bibliographic Details
Main Authors:	Ghareh, S., Kazemian, Sina, Vahid Mojtahed Sistani, S., Shayan Mehr, A.
Format:	Conference Paper
Language:	English
Published:	ELSEVIER SCIENCE BV 2018
Subjects:	Consolidation settlement Clay Oedometer test Kaolinite IMPROVEMENT
Online Access:	http://hdl.handle.net/20.500.11937/76218

Similar Items

Development Of Capacitive Composite Materials Using Alkaline Titanates And Kaolinite Clay
by: See, Alex
Published: (2009)

Intercalation of urea between kaolinite nanolayers for controlled release fertilizer application
by: Mahdavi, Fariba
Published: (2012)

Single vs Multi-drain Probabilistic Analyses of Soil Consolidation via Prefabricated Vertical Drains
by: Bari, Md. Wasiul, et al.
Published: (2015)

Electro-Osmotic Consolidation Experiments on a North Sarawak Peat
by: Shenbaga, Kaniraj, et al.
Published: (2008)

Effects of sintering temperature on thermal, mechanical and dielectric properties of SiC/Si3N4 nanoparticles-inserted kaolinite–mullite
by: See, Alex
Published: (2016)

Some Observations on the Behavior of Soft Clay Under Undrained Cyclic Loading
by: Shahin, Mohamed, et al.
Published: (2011)

Improvement of Peat Using Portland Cement and Electrokinetic Injection Technique
by: Moayedi, H., et al.
Published: (2014)

Analysis of the cone penetration test in layered clay
by: Walker, James, et al.
Published: (2010)

Investigation on strength of fiber reinforced clay
by: Chegenizadeh, Amin, et al.
Published: (2011)

Electro-osmotic Consolidation Experiments for Improvement of Soft Soils of Sarawak
by: Yee, Jia Huey, et al.
Published: (2011)

Physico-chemical properties of various clays for Islamic samak
by: Kassim, Norrrahimah
Published: (2013)

The effect of cement-sodium silicate grout compounds on void ratio and the coefficient of secondary compression of treated fibrous peat
by: Kazemian, Sina, et al.
Published: (2015)

Coagulation of the Suspended Organic Colloids Using the Electroflocculation Technique
by: Moayedi, H., et al.
Published: (2014)

Effects of cement, different bentonite, and aggregates on plastic concrete in Besh-Ghardash Dam, Iran
by: Kazemian, Sina, et al.
Published: (2017)

Probabilistic analysis of soil consolidation via prefabricated vertical drains
by: Bari, Wasiul, et al.
Published: (2013)

Fabrication of strengthening treatment method for marine clay
by: Kamaruddin, Fatin Amirah
Published: (2021)

Clay Transformations: transforming lives through mutual recovery
by: Argyle, Elaine, et al.
Published: (2015)

Compressibility and Strength of Clay Subgrade of Railroad Foundation in Highly Saturated Condition
by: Loh, Richard, et al.
Published: (2012)

Development and performance of modified clay nanoporous pipe for subsurface irrigation
by: Abdullahi, Salisu
Published: (2021)

3D numerical analysis of loading geometry on soil behavior reinforced with geocell element
by: Keshmiri, N., et al.
Published: (2019)

Preparation and characterization of natural rubber/clay, poly (ethylene-co-vinyl acetate)/clay nanocomposites
by: Sharif, Jamaliah
Published: (2005)

Assessment of compressibility behaviour of organic soil improved by chemical grouting: an experimental and microstructural study
by: Ghareh, S., et al.
Published: (2020)

Synthesis, Characterization and Antibacterial Properties of Silver Nanoparticles in Clay and Organic Polymers as Nanocomposites
by: Shameli, Kamyar
Published: (2011)

Preparation and characterization of polylactide/polycaprolactone/fatty hydrazide and octadecylamine-modified clay nanocomposite
by: Hairaldin, Siti Zulaiha
Published: (2012)

The effective shear strength of artificially fissured overconsolidated clays.
by: Sabzalisenejani, Ali
Published: (1998)

Synthesis and Characterization of Epoxidized Natural Rubber/Clay Nanocomposites
by: Ng, Su Fang
Published: (2004)

Shear Test on Reinforced Clay
by: Chegenizadeh, Amin, et al.
Published: (2011)

Probabilistic design of ground improvement by vertical drains for soil of spatially variable coefficient of consolidation
by: Bari, Wasiul, et al.
Published: (2014)

Natural polymers for consolidation of the Oseberg artefacts
by: Wakefield, Jennifer
Published: (2021)

Predicting Soil Parameters by Modelling Dynamic Compaction Induced Subsidence
by: Hamidi, Babak, et al.
Published: (2010)

Direct shear test on reinforced clay
by: Chegenizadeh, Amin, et al.
Published: (2011)

Microstructure analysis of electrokinetically stabilized peat
by: Moayedi, H., et al.
Published: (2014)

Threshold stress and deformation characteristics of clay subgrade for railway tracks
by: Loh, Richard, et al.
Published: (2011)

Laboratory Investigation on the Effect of Lime on Compressibility of Soil
by: Amiralian, S, et al.
Published: (2012)

Minimization of nitrogen-based contaminants in surface water using treated clay particles for phytoremediation enhancement
by: Mohd Zaini, Nurul Solehah
Published: (2020)

The Application of Dynamic Compaction to HFO Tanks
by: Hamidi, Babak, et al.
Published: (2011)

The Effect of Bleaching Clay on the Quality of Refined and Bleached Palm Oil
by: Chua, Hooi Ling
Published: (2001)

Effect of Different Binders on Settlement of Fibrous Peat
by: Kazemian, Sina
Published: (2015)

Radar interferometry based settlement monitoring in tunnelling: visualisation and accuracy analyses
by: Schindler, Steffen, et al.
Published: (2016)

Reinforcement effects of nano-modified coir fibres on lime-treated marine clay
by: Anggraini, Vivi
Published: (2015)

Cannot write session to /tmp/vufind_sessions/sess_4rrrv2i5p12tav6ukvmjg5mmbs