scholarly journals Effectiveness of sandy soil densification method by simultaneous use of vacuum drainage and soil particles redistribution

2014 ◽  
Vol 9 (4) ◽  
pp. 569-589
Author(s):  
Hiroshi SHINSHA ◽  
Toshiyasu UNNO ◽  
Noriaki SENTO
2014 ◽  
Vol 931-932 ◽  
pp. 698-702 ◽  
Author(s):  
Janjit Iamchaturapatr ◽  
Keeratikan Piriyakul

Soil biocementation is the new technique using biochemical process to initiate the crystal forms of calcium carbonate (CaCO3) to bind the soil particles resulting in soil mechanical improvement. This research examines the effect of urease (UR) dosages on the strength development of sandy soil in biocemented sand reactor (BSR). Our results found that urease dosages between 5-30% (v/v) affected the strength development in sandy soil in term of shear modulus (G). Addition of UR resulted on an increase of solution pH. Highest solution pH during the treatment was found at UR 20%, as well as highest G value. Formation of CaCO3 in biocemented sand could be useful for the stabilization of the sand or earth structures.


BioResources ◽  
2021 ◽  
Vol 16 (2) ◽  
pp. 2838-2852
Author(s):  
Wenfan Yu ◽  
Xiangsheng Han ◽  
Hongzhen Cai ◽  
Wenyu Lu ◽  
Hang Xu ◽  
...  

A feasible procedure was proposed to convert agriculture mulching film wastes into functional flame-retarded cotton stalk particles-polyethylene-sandy soil composites (CS-PE-SSx) by simple compounding and injection molding. Due to the uniform dispersion of solid particles in polymer matrix and the promising interfacial combination and the potential interacting forces between cotton stalk and sandy soil particles, the resultant composites showed promising mechanical strength (a flexural strength of approximately 29.0 MPa, a tensile strength of approximately 15.8 MPa, and an impact strength of approximately 3.17 kJ/m2) and improved thermal stabilities. The addition of sandy soil particles endowed materials with favorable flame-retarded properties, which can be resistant to fire ignition and flame out within 55 s. Moreover, the actual agriculture wastes containing mulching film residues, cotton stalk, and soil from different areas of China were also successfully transformed into functional composites, which exhibited promising mechanical, thermal, and flame-retarding properties. This study provided a simple, green, and low-cost strategy to convert agriculture mulching film wastes into functional materials, which can be recommended as a viable option to solve the problem of agriculture mulching film wastes.


2018 ◽  
Vol 169 ◽  
pp. 01011
Author(s):  
Hung Wen Yi ◽  
Emma Yuliani ◽  
Maytri Handayani ◽  
Hsu Chia Sseng ◽  
Chen Ssu Ching

In this research, the authors analyze the addition of bacterial producer of biological cement on sandy soil to increase its stability. Pseudomonas sp was injected into the soil to produce urease enzyme, which converts urea that reacted with water become ammonium and carbonate, causing calcite precipitation. Soil stability can be improved by the production of pore-filling materials and particle-binding materials through the calcite precipitation process. The aim of these applications is to improve the mechanical properties of soil that it will be more suitable for construction or environmental purposes. After bacterial inoculation, the experiment with variation of bacterial content concluded the best way to increase soil stability is inject 15% bacteria relative to total weight of soil. Highest permeability reduction is 73,73% and highest shear strength increation for cohesion is 6,84 with friction angle 44,46°. California Bearing Ratio test with 10 of hits generated that the treatment soil can proved a significant penetration stress changed. From Environmental Scanning Electron Microscopy test results of the inoculation sand test images and surface scan, the formed exopolysaccharide attached to the wall of the sand soil particles which expected will fill, patch, and close the pores between the sandy soil particles.


2009 ◽  
Vol 75 (17) ◽  
pp. 5581-5585 ◽  
Author(s):  
Navneet K. Dhand ◽  
Jenny-Ann L. M. L. Toribio ◽  
Richard J. Whittington

ABSTRACT Attachment of Mycobacterium avium subsp. paratuberculosis to soil particles could increase their availability to farm animals, as well as influence the transportation of M. avium subsp. paratuberculosis to water sources. To investigate the possibility of such attachment, we passed a known quantity of M. avium subsp. paratuberculosis through chromatography columns packed with clay soil, sandy soil, pure silica, clay-silica mixture, or clay-silica complexes and measured the organisms recovered in the eluent using culture or quantitative PCR. Experiments were repeated using buffer at a range of pH levels with pure silica to investigate the effect of pH on M. avium subsp. paratuberculosis attachment. Linear mixed-model analyses were conducted to compare the proportional recovery of M. avium subsp. paratuberculosis in the eluent between different substrates and pH levels. Of the organisms added to the columns, 83 to 100% were estimated to be retained in the columns after adjustment for those retained in empty control columns. The proportions recovered were significantly different across different substrates, with the retention being significantly greater (P < 0.05) in pure substrates (silica and clay-silica complexes) than in soil substrates (clay soil and sandy soil). However, there were no significant differences in the retention of M. avium subsp. paratuberculosis between silica and clay-silica complexes or between clay soil and sandy soil. The proportion retained decreased with increasing pH in one of the experiments, indicating greater adsorption of M. avium subsp. paratuberculosis to soil particles at an acidic pH (P < 0.05). The results suggest that under experimental conditions M. avium subsp. paratuberculosis adsorbs to a range of soil particles, and this attachment is influenced by soil pH.


Geomorphology ◽  
2019 ◽  
Vol 338 ◽  
pp. 79-87 ◽  
Author(s):  
Yujie Dai ◽  
Zhi Dong ◽  
Hongli Li ◽  
Yuxin He ◽  
Jinrong Li ◽  
...  

2020 ◽  
Vol 8 (1) ◽  
pp. 48-57
Author(s):  
Ayman Amin ◽  
Hassan A. Z. A. ◽  
Rania A. El-bialy ◽  
Abdel Wahab M. Mahmoud

2021 ◽  
Vol 11 (16) ◽  
pp. 7278
Author(s):  
Amanda Mendonça ◽  
Paula V. Morais ◽  
Ana Cecília Pires ◽  
Ana Paula Chung ◽  
Paulo J. Venda Oliveira

The building of civil engineering structures on some soils requires their stabilisation. Although Portland cement is the most used substance to stabilise soils, it is associated with a lot of environmental concerns. Therefore, it is very pertinent to study more sustainable alternative methodologies to replace the use of cement. Thus, this work analyses the ability of the more sustainable xanthan-like biopolymer, produced by Stenotrophomonasmaltophilia Faro439 strain (LabXLG), to reduce the permeability of a sandy soil. Additionally, the effectiveness of this LabXLG is compared with the use of a commercial xanthan gum (XG) and cement for various hydraulic gradients and curing times. The results show that a treatment with either type of XG can be used to replace the cement over the short term (curing time less than 14 days), although a greater level of effectiveness is obtained with the use of the commercial XG, due to its higher level of purity. The soil treatment with LabXLG creates a network of fibres that link the soil particles, while the commercial XG fills the voids with a homogeneous paste.


Author(s):  
Robert F. Keefer

Soil texture can be defined as the size and proportion of the soil particles—sand, silt, and clay—that are present in a soil. . . . Sand is the largest—from 0.05 to 2mm—and considered coarse texture; consists of angular spheres or cubes. Silt is intermediate—from 0.002 to 0.05mm—and considered medium texture; consists of properties between sand and clay. Clay is the smallest, being less than 0.002mm, and considered fine texture; appears as plate-like or flakes. . . . Any individual soil can be placed on the soil textural diagram when relative amounts of sand, silt, and clay are specified. As a general rule, the type of soil can be determined by feel when squeezed between the fingers. If the soil feels harsh and gritty it would be classified as a sandy soil. One that feels smooth and not sticky or plastic would be a silt soil, and one that is sticky or plastic would be a clay. Another way to distinguish between soils is their ability to form a ribbon. Soils that will not form a ribbon are sands. Those that form a fragile ribbon are loams; those that easily form a thick ribbon are clay loams; and those that easily form a long, thin, flexible ribbon are clays. . . . To be classified a sand, the soil must have more than 45% sand. To be classified a clay, the soil must have more than 20% clay. Loam is a mixture of sand, silt, and clay in about equal proportions. It is considered “ideal” for growing plants. . . . Weight of the soil solids is called “particle density.” For most common mineral soils (soils in which organic matter is usually less than 20%), particle density is about 2.65 g/cm3. Organic soils (where organic matter is greater than 20%) are usually about half as heavy, with particle density between 1.1 to 1.4 g/cm3. This measurement would be an important factor to consider if much material was to be transported for topsoiling.


2009 ◽  
Vol 20 (1) ◽  
pp. 59-62 ◽  
Author(s):  
Zeng-Zhi Zhang ◽  
Hong-Juan Wang ◽  
Li Cui-Lan

2020 ◽  
Vol 156 ◽  
pp. 02014
Author(s):  
Arif Rahman

Earthqueke is one of the most frequent disaster in Indonesia, Earthqueke have caused losses both in terms of life and material. An earthquake also can trigger to soil liquefaction. Attention to liquefaction in Indonesia has raised after the Palu Earthquake in 2018. Liquefaction may happen in sandy soil in certain condition. Here, a series laboratory tests to study potentially liquefied in sandy soils is conducted. The liquefaction potential of sand are analyzed with the effect of the shape of the soil particles. The sandy sample is made up by special selected in three different shapes that are sharp, angular and round. Finally, it can be seen the effect of the shape of the soil grain on the liquefaction potential. The results of this study can be used to further investigation in order to mitigate the liquefaction.


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