Strength Properties of Soil Cement Produced by Deep Mixing

2003 ◽  
Author(s):  
Osamu Taki
Keyword(s):  
Strength Properties ◽  
Deep Mixing ◽  
Soil Cement ◽  
Properties Of Soil

Properties of soil-cement stabilised with deep mixing method

2001 ◽  
Vol 5 (2) ◽  
pp. 69-74 ◽  
Author(s):  
Y. S. Fang ◽  
Y. T. Chung ◽  
F. J. Yu ◽  
T. J. Chen
Keyword(s):  
Deep Mixing ◽  
Soil Cement ◽  
Mixing Method ◽  
Properties Of Soil

Thermal Conductivity and Strength Properties of Soil-Based Lime Adobe Stabilized with Pottery Burnt Hull Ash

2012 ◽  
Vol 535-537 ◽  
pp. 1950-1954 ◽  
Author(s):  
Weerapol Namboonruang ◽  
Rattanakorn Rawangkul ◽  
Wanchai Yodsudjai ◽  
Nutthanan Suphadon
Keyword(s):  
Mechanical Properties ◽  
Thermal Conductivity ◽  
Compressive Strength ◽  
Strength Properties ◽  
New Novel ◽  
Earthenware Industry ◽  
Soil Cement ◽  
Local Soil ◽  
Percentage Weight ◽  
Properties Of Soil

This work studies the possibility to produce the new novel brick by mixing between the local soil, local lime and burnt hull ash which is the waste in the earthenware industry. All materials conducted in this work are found in Ratchaburi province located in the western of Thailand. The chemical and mechanical properties are studied including the thermal conductivity will be determined. Varying burnt hull ash (BHA) contents are added into the combination and compared properties with the soil cement brick (RCB) at the same percentage weight. Results show that the compressive strength and flexural strength of soil brick mixed with 10% constant lime and varying burnt hull ash contents (CLBA) shows the maximum values at BHA of 25% by weight at water to powder ratio of 0.4225 and the thermal conductivity of CLBA is lower than that of SCB given as 43.98%.

Mechanical and Physical Properties of Soil-Cement Blocks Reinforced with Mineral Wool and Sisal Fiber

2017 ◽  
Vol 29 (3) ◽  
pp. 04016225 ◽  
Author(s):  
Diego Alejandro Gutiérrez-Orrego ◽  
Edwin Fabián Garcia-Aristizabal ◽  
Maryory Astrid Gomez-Botero
Keyword(s):  
Physical Properties ◽  
Mineral Wool ◽  
Sisal Fiber ◽  
Soil Cement ◽  
Mechanical And Physical Properties ◽  
Properties Of Soil

Behavior of Weak Soils Reinforced with End-Bearing Soil-Cement Columns Formed by the Deep Mixing Method

2014 ◽  
Vol 33 (6) ◽  
pp. 473-486 ◽  
Author(s):  
Ahmad Safuan A. Rashid ◽  
Jonathan A. Black ◽  
Hisham Mohamad ◽  
Norhazilan Mohd Noor
Keyword(s):  
Deep Mixing ◽  
Weak Soils ◽  
Soil Cement ◽  
Mixing Method

Processing and Properties of Soil-Cement Blocks Incorporated with Natural Grit

2014 ◽  
Vol 798-799 ◽  
pp. 343-346
Author(s):  
Jonas Alexandre ◽  
Caio Lobato de Assis Paula e Silva ◽  
Afonso Rangel Garcez de Azevedo ◽  
Gustavo de Castro Xavier ◽  
Veronica Scarpini Candido ◽  
...  
Keyword(s):  
Particle Size ◽  
Water Absorption ◽  
Rio De Janeiro ◽  
Raw Materials ◽  
Red Clay ◽  
Espírito Santo ◽  
Soil Cement ◽  
Ceramic Blocks ◽  
Espirito Santo ◽  
Properties Of Soil

Soil-cement blocks are worldwide used in civil construction competing with ceramic blocks like the red clay ceramic bricks. In the southeast of Brazil, particularly in the states of Espirito Santo and Rio de Janeiro, clay ceramic blocks predominate owing to lower processing costs. The incorporation of inexpensive raw materials into soil-cement blocks could improve their margin of competition. Therefore the present work investigated the processing and properties of soil-cement blocks incorporated with a relatively high amount, 81 wt%, of natural grit in substitution for the conventionally used gravel and sand. The grit had a convenient particle size. The results of compression and water absorption tests indicated that the grit incorporated soil-cement blocks attend the norms for civil construction.

scholarly journals Influence of Nano Silica on the Geotechnical Properties of Clayey Soil Stabilized with Lime

2018 ◽  
Vol 7 (1) ◽  
pp. 28-32
Author(s):  
R. Iswarya . ◽  
V. Satheeskumar .
Keyword(s):  
Soil Stabilization ◽  
Clayey Soil ◽  
Strength Properties ◽  
Geotechnical Properties ◽  
Curing Time ◽  
Nano Silica ◽  
Economic Issues ◽  
Stabilized Soil ◽  
Ucs Test ◽  
Properties Of Soil

The soil must be able to withstand the load and transfer it to ground within the range of allowable deformations, for which it must possess good physical and geotechnical properties. The conventional method of stabilization such as removal and replacement of ill – suited soils incur higher cost and is time consuming. A new method of stabilization, designated as chemical stabilization can be adopted. This method initiate chemical reactions such as cation exchange, pozzolanic activity etc., which consequently enhance the geotechnical properties of soil. In this study, the mechanical behavior of soil is improved by addition of nanoparticles i.e., nano silica along with cementitious material, lime. Considering economic issues of nano silica usage and results of this research in soil stabilization projects, in this study 0, 1, 3 and 5 % weight of nano silica is used as well as 0, 2 and 4 % weight of lime is used. The effect of these replacements is studied by Atterberg limits test, compaction test and unconfined compressive strength (UCS) test. The effect of curing time on samples at 3, 7 and 28 days of age has also been investigated. The optimum percentage replacement of nano silica in lime stabilized soil is determined. The microstructure of the stabilized soil is studied by Scanning electron microscopy (SEM) test. Thus the results proved that there is a significant improvement in the plasticity, compaction and strength properties with slight addition of nano silica in clayey soil mixed with lime.

Sign in / Sign up

Export Citation Format

Share Document