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Relevant bibliographies by topics / Dry soil mixing

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Journal articles

Academic literature on the topic 'Dry soil mixing'

Author: Grafiati

Published: 4 June 2021

Last updated: 18 February 2022

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Journal articles on the topic "Dry soil mixing"

1

Timoney, Martin J., Bryan A. McCabe, and Alan L. Bell. "Experiences of dry soil mixing in highly organic soils." Proceedings of the Institution of Civil Engineers - Ground Improvement 165, no. 1 (2012): 3–14. http://dx.doi.org/10.1680/grim.2012.165.1.3.

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2

Jendrysik, Klaudia, Monika Kiecana, and Hubert Szabowicz. "Preliminary results of dry Deep Soil Mixing soil-cement composite testing." MATEC Web of Conferences 251 (2018): 01025. http://dx.doi.org/10.1051/matecconf/201825101025.

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This paper provides results of testing made for soil-cement mixtures in dry mixing technology. This technology is greatly dependent on existing soil condition; hence the results are of highly random nature. Material used in testing was distinguished with high organic content and low humidity. Tests were carried out in laboratory of Wroclaw University of Technology on 145 samples as ordered by Menard Polska Ltd. Company. Samples were prepared and stored under laboratory conditions and then, after various maturation time, were destroyed in a testing machine. The purpose was to determine the stre

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3

Kiecana, Monika, Piotr Kanty, and Klaudia Łużyńska. "Optimal control time evaluation for “dry DSM” soil-cement composites." MATEC Web of Conferences 251 (2018): 01023. http://dx.doi.org/10.1051/matecconf/201825101023.

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Soil improvements with hydraulic binders are a widespread practice in foundation works. They vary depending on the mixing method (jet grouting hydraulic, deep soil mixing -mechanical), medium type (wet/water, dry/air) and binder type (cement, lime, fly ash or mixtures). The produced component’s strength changes in time thus its control should change in time as well. The paper presents the results of laboratory testing of an organic soil component mixed in dry method. The process of samples preparation and testing methodology of compressive strength and stiffness is described. Volatility of the

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4

Wen, Shu Lian, and Qing Hong Zhang. "Analysis for Engineering Example of Dry Jet Mixing Pile Consolidating Foundation." Applied Mechanics and Materials 256-259 (December 2012): 120–24. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.120.

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Dry jet mixing pile is the general technique of composite ground consolidation , which is used in foundation treatment of soft soil under highway. It has a widespread applying due to so many advantages. This passage adopts an example of dry jet mixing pile combined with Longkou Shugang expressway engineering, it aims to state that dry jet mixing pile consolidating foundation along intertidal zone would obviously improve bearing capacity, strength and compressive modulus of foundation soil, reduce settlement and make a difference of consolidating foundation in according to data analysis of fiel

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5

Al-Obaidi, Ahmed, Marwa Al-Mukhtar, Omar Al-Dikhil, and Saeed Hannona. "Comparative Study between Silica Fume and Nano Silica Fume in Improving the Shear Strength and Collapsibility of Highly Gypseous Soil." No.1 27, no. 1 (2020): 72–78. http://dx.doi.org/10.25130/tjes.27.1.10.

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Soils with highly gypsum content signify known as soils that exhibit collapsibility and sudden failure when being submerged to wetting. Many of the constructions built on this soil showed cracked and/or collapsed at some parts as these soils immersed or leached with water. The utilization of extremely fine materials, for example, Microscale or Nanoscale, is generally utilized these days. This research compared the use of Silica fume (SF) (micro material) and Nano Silica fume (NSF) (Nanomaterial) to explore the capability of these very fine materials to mend the shear strength and collapsibilit

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6

Prokopowicz, Piotr, Klaudia Łużyńska, Klaudia Jendrysik, and Grzegorz Nowak. "Technologia DSM DRY badania i projektowanie." BUILDER 269, no. 12 (2019): 6–9. http://dx.doi.org/10.5604/01.3001.0013.5789.

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W artykule celem autorów jest przybliżenie odbiorcom technologii Deep Soil Mixing Dry, przedstawienie wyników programu badawczego przeprowadzonego na Politechnice Wrocławskiej we współpracy z firmą Menard Polska, a także podanie wskazówek do wykonania podobnych badań w przyszłości oraz projektowania wzmocnienia podłoża.

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7

Nowak, Grzegorz, and Piotr Kanty. "Mass Stabilization as reinforcement of organic soils." E3S Web of Conferences 97 (2019): 04046. http://dx.doi.org/10.1051/e3sconf/20199704046.

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The decreasing number of places suitable for constructing buildings forces people to creatively develop newer methods of soil reinforcement. One of these methods is the deep soil mixing. This technology has been firstly developed and applied in Japan in the 1970s. Initially, it was used to create DSM (Deep Soil Mixing) columns. In the subsequent years, it was also developed in Scandinavia. Over time, the deep mixing technology was modified and developed, and in addition to the wet method, also the dry method was started to be used, while in addition to the cement binder, also lime binders and

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8

Wardani, Sri Prabandiyani Retno, Muhrozi Muhrozi, Andi Retno Ari Setiaji, and Danny R. Riwu. "Stabilisasi Tanah Ekspansive dengan Menggunakan Tanah Putih untuk Tanah Dasar di Daerah Godong Kabupaten Grobogan Jawa Tengah." MEDIA KOMUNIKASI TEKNIK SIPIL 24, no. 1 (2018): 1. http://dx.doi.org/10.14710/mkts.v24i1.16275.

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Problematic soils such as expansive soils are common in Indonesia. There are several methods to overcome the damage caused by expansive soil, such as by mixing the soil with additives. Some researchers have conducted research by mixing additives into expansive soil (cement, lime, fly ash etc), which work to increase soil strength and reduce swelling. Considering that the people in Buraen Village of Kabupaten Kupang use white soil as a substitute for cement, where the white soil has chemical constituents almost the same as those owned by cement, and contain CaO as it has lime, it is necessary t

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9

Kim, Woo‐Sik, Nguyen Minh Tam, and Du‐Hwoe Jung. "Experimental study on strength of cement stabilized clay." Journal of Engineering, Design and Technology 3, no. 2 (2005): 116–26. http://dx.doi.org/10.1108/17260530510815358.

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This paper describes the effect of factors on the strength characteristics of cement treated clay from laboratory tests performed on cement mixed clay specimens. It is considered that several factors such as soil type, sample preparing method, quantity of binder, curing time, etc. can have an effect on strength characteristics of cement stabilized clay. A series of unconfined compression tests have been performed on samples prepared with different conditions. The results indicated that soil type, mixing method, curing time, dry weight ratio of cement to clay (Aw), and water‐clay to cement (wc/

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10

Kawamura, Masashi, and Yoshio Kasai. "Compressive Strength and Density of Fly-Ash Substituted Soil-Cement Concrete." Key Engineering Materials 302-303 (January 2006): 376–83. http://dx.doi.org/10.4028/www.scientific.net/kem.302-303.376.

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Soil-cement concrete can be manufactured by mixing portland cement, water and on-site soil and has been studied by the authors. This study deals with compressive strength and density of soil-cement concrete where the portland cement was partially substituted with fly-ash. Saturated surface-dry condition of on-site soils has never been taken into account in the conventional mix design whereas experiments of determining the saturated surface-dry conditions were carried out with the help of the concept of effective water content to assure the quality and the designed strength. Effects of fly-ash

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