scholarly journals KETERDAPATAN MINERAL LEMPUNG SMEKTIT YANG MEMPUNYAI SIFAT PLASTISITAS TINGGI DI PERAIRAN CIREBON, JAWA BARAT

2017 ◽  
Vol 14 (1) ◽  
Author(s):  
Purnomo Raharjo ◽  
Lili Sarmili
Keyword(s):  
Grain Size ◽  
Water Content ◽  
Clay Minerals ◽  
Plasticity Index ◽  
Engineering Properties ◽  
High Plasticity ◽  
Mineral Analysis ◽  
Undisturbed Soil ◽  
Very High

Salah satu masalah dalam pembangunan infrastruktur di atas tanah lempung adalah sifatnya  yang mengembang (swelling). Tujuan penelitian adalah untuk mengetahui sifat fisik dan keteknikan tanah lempung di perairan Cirebon. Metode penelitian meliputi pemboran, besar butir, analisis mineral dan uji Atterberg. Hasil analisis ukuran butir dari contoh tanah tidak terganggu didominasi oleh lempung, sedangkan mineral lempungnya menunjukkan jenis smektit yang lebih banyak dari pada kaolinit. Kaolinit dan montmorilonit  mempunyai kadar air yang tinggi. Nilai plastisitasnya tinggi sampai sangat tinggi dengan nilai aktifitas di atas 0,5. Berdasarkan hasil uji Atterberg plastisitas Index lempung  dengan nilai >17 dapat dikategorikan bersifat plastisitas tinggi dan kompak (High Plasticity and cohesive). Kata kunci : Mineral smektit, plastisitas tinggi, uji Atterberg, analisis mineral lempung, perairan Cirebon.One of the problems in the construction of infrastructure on top of clay is that it is expanding (swelling). The research objective was to determine the physical and engineering properties of clay in the waters of Cirebon. Methods of research include drilling, grain size analyses, mineral analysis and Atterberg test. The results of the analysis of the grain size of the sample undisturbed soil dominated by clay which are indicated and dominated by smectite rather than kaolinite. Kaolinite and monmorilonite are high in water content. The plasticity value  is high to very high with activity value above 0.5. Based on the results of Atterberg test, clay plasticity index with values >17 can be considered to be of high plasticity and compact (High Plasticity and cohesive).Keywords: smectite minerals, high plasticity, Atterberg test, clay minerals analysis, Cirebon waters.

scholarly journals Stabilization of Algerian Clayey Soils with Natural Pozzolana and Lime

2017 ◽  
Author(s):  
Khelifa Harichane ◽  
Mohamed Ghrici ◽  
Said Kenai
Keyword(s):  
Shear Strength ◽  
Internal Friction ◽  
Friction Angle ◽  
Internal Friction Angle ◽  
Plasticity Index ◽  
Engineering Properties ◽  
High Plasticity ◽  
Expansive Clay ◽  
Clayey Soils ◽  
Natural Pozzolana

Cohesive soils with a high plasticity index present difficulties in construction operations because they usually contain expansive clay minerals. However, the engineering properties of soils can be improved by different techniques. The aim of this paper is to study the effect of using lime, natural pozzolana or a combination of both lime and natural pozzolana on plasticity, compaction and shear strength of two clayey soils classified as CH and CL according to the unified soil classification system (USCS). The obtained results indicated that for CH class clay soil, the plasticity index decreased significantly for samples stabilized with lime. On the other hand, for the soil classified as CL class clay, a high decrease in the plasticity index value was observed for samples stabilized with natural pozzolana compared to those stabilized with lime. Also, both the cohesion and internal friction angle in lime added samples were demonstrated to increase with time. The combination of lime and natural pozzolana exhibits a significant effect on the enhancement of both the cohesion and  internal friction angle at later stages. The lime-natural pozzolana combination appears to produce higher shear strength parameters than lime or natural pozzolana used alone.

scholarly journals Engineering Characterization of Subgrade Soils of Jimma Town, Ethiopia, for Roadway Design

Geosciences ◽  
2020 ◽  
Vol 10 (3) ◽  
pp. 94
Author(s):  
Alemineh Sorsa ◽  
Sanjaya Senadheera ◽  
Yoseph Birru
Keyword(s):  
Engineering Properties ◽  
Grain Size Analysis ◽  
Size Analysis ◽  
High Plasticity ◽  
Soil Characterization ◽  
Engineering Structures ◽  
Undisturbed Soil ◽  
Subgrade Soil ◽  
Geotechnical Investigations ◽  
Jimma Town

Soils are naturally occurring materials that carry loads of civil engineering structures including roads and buildings. However, not all natural soils are suitable for such uses due to limited strength and instability under varying environmental conditions. A lack of adequate geotechnical investigations and soil characterization can result in the over-design of foundations, unexpected excavations to remove unsuitable soils, cost overruns, construction delays; and, contract disputes. In this research, an experimental plan was executed to determine the engineering properties of subgrade soil in Jimma Town in southwestern Ethiopia by using both disturbed and undisturbed soil samples. The plan included tests to determine the moisture content, specific gravity, grain-size analysis, Atterberg limits, compaction-density relationship, California Bearing Ratio (CBR), unconfined compression strength, and triaxial shear strength. X-ray diffraction (XRD) analysis was also conducted to determine the chemical composition of the soil. The soil characterization indicated that soft clay is the predominant subgrade soil type and that it has a very low load-bearing capacity, high plasticity, low strength and, high compressibility, which makes the soil unsuitable to serve as a highway subgrade without the help of soil improvement techniques.

scholarly journals Mineralogical composition and physical characteristics of marly soils from Heraklion Crete

2001 ◽  
Vol 34 (3) ◽  
pp. 851
Author(s):  
Α. ΤΣΙΡΑΜΠΙΔΗΣ ◽  
Θ. ΠΑΠΑΛΙΑΓΚΑΣ
Keyword(s):  
Clay Minerals ◽  
Clay Fraction ◽  
Soil Classification ◽  
Mineralogical Composition ◽  
Liquid Limit ◽  
Silty Clay ◽  
High Plasticity ◽  
Degree Of Consolidation ◽  
Very High

The mainly white-yellow marly soils studied present medium degree of consolidation and induration. The predominant grain size of the non - carbonate constituents is that of silt varying from 34 to 64%. According to the textural classification of soils of the SSDS the samples are mainly silty-clay loams with moisture capacity 30-40%. In the untreated samples in decreasing abundance the following minerals predominate: calcite (31-59%), clay minerals (20-34%) and quartz (12-20%). In the clay fraction (<2μπι) in decreasing abundance the following clay minerals (in discrete and interstratified phases) predominate: illite, smectite and vermiculite. Chlorite and kaolinite are missing. Mineralogically the marly soils are immature, because of the extended presence of Fe-Mg minerals (i.e. amphiboles, pyroxenes and clay minerals). According to the Unified Soil Classification System of the ASTM the studied marly soils mainly belong to the groups MH and CH (inorganic silts and inorganic clays respectively with high plasticity and liquid limit >50%), as well as to the group CL (inorganic clays with low plasticity and liquid limit <50%). The degree of consolidation and induration, as well as of compaction of these soils is medium. They contain significant amounts of discrete or interstratified smectite and mainly present high to very high swelling potential and activity between 0.5 and 2.0. It is concluded that specific precautions must be taken into account, when it is unavoidable the foundation of various constructions on these marly soils, because they swell and shrink extensively.

Behavior of Mexico City clay subjected to undrained repeated loading

1989 ◽  
Vol 26 (1) ◽  
pp. 159-162 ◽  
Author(s):  
J. Abraham Diaz-Rodriguez
Keyword(s):  
Water Content ◽  
Mexico City ◽  
High Water ◽  
Elastic Behavior ◽  
Triaxial Tests ◽  
High Water Content ◽  
Repeated Loading ◽  
Silty Clay ◽  
Undisturbed Soil ◽  
Very High

This note describes a series of cyclic triaxial tests on undisturbed soil samples of Mexico City clay, obtained near the SCT building. The site is a silty clay deposit of a very high water content and soft consistency. The material exhibits elastic behavior in spite of its very high water content. Three empirical relationships describing an equivalent Young's modulus, an equivalent damping ratio, and a cyclic stress level, associated with cyclic strain level, were obtained. Test results define two different patterns of strength loss. Key words: undrained strength, repeated load, clay, modulus, damping, Mexico City.

scholarly journals ENGINEERING PROPERTIES OF SEA FLOOR SEDIMENTS FROM LA JOLLA CANYON

1972 ◽  
Vol 1 (13) ◽  
pp. 82
Author(s):  
Iraj Noorany ◽  
Robert A. Zinser
Keyword(s):  
Grain Size ◽  
Underwater Vehicle ◽  
Engineering Properties ◽  
High Plasticity ◽  
Index Properties ◽  
Near Surface ◽  
Sea Floor ◽  
Size Index ◽  
La Jolla

Near surface sea floor sediments were obtained "by the tracked underwater •vehicle RUM from four locations on the floor of the La Jolla Canyon. The sediments were clayey silts of high plasticity. The engineering properties of the sediments, including grain size, index properties, strength and compressibility, were determined.

scholarly journals Unified Evaluation of Consolidation Parameters for Low to High Plastic Range of Cohesive Soils

2021 ◽  
Vol 40 (1) ◽  
pp. 93-103
Author(s):  
Zia ur Rehman State ◽  
Khalid Farooq ◽  
Hassan Mujtaba ◽  
Usama Khalid
Keyword(s):  
Cohesive Soil ◽  
Soil Samples ◽  
Engineering Properties ◽  
Cohesive Soils ◽  
High Plasticity ◽  
Index Properties ◽  
Undisturbed Soil ◽  
Index Compression ◽  
The Right ◽  
Consolidation Parameters

Knowing the engineering properties of geomaterials is imperative to make the right decision while designing and executing any geotechnical project. For the economical and safe geotechnical design, quick characterization of the compressibility properties of the cohesive soil is often desirable; these properties are indeed tedious to determine through actual tests. Therefore, correlating the consolidation parameters of the soils with its index properties has a great significance in the geotechnical engineering field. Several attempts have been made in the past to develop correlations between the consolidation parameters and index properties of the cohesive soils, within certain limitations. However, there is still a need to develop such correlations based on the extensive database, composing of unified plasticity range of soils, i.e., low to high plasticity. In the current study, 148 undisturbed soil specimens were obtained from different areas of Pakistan. Out of which 120 samples were utilized to develop correlations, and 28 samples were used to check the validity of the developed correlations. In order to enhance the index properties database, 30 more bentonite mixed soil samples were prepared and tested accordingly. Correlations to envisage different consolidation parameters such as compression index, compression ratio and coefficient of volume compressibility were developed using 150 cohesive soil samples of low to high plasticity. In addition, the performance of these developed correlations was verified on a set of 40 soil samples and compared with the performance of different correlations available in the literature. The percentage deviation in the prediction of compressibility characteristics through developed correlations in the present study was found to be very less, which endorsed the excellent reliability of the developed correlations.

Laboratory Tests on Engineering Properties of Wind-Blown Sand

2012 ◽  
Vol 170-173 ◽  
pp. 706-709
Author(s):  
Zhao Lin Jia ◽  
Shu Wang Yan ◽  
Zhi Liang Huo
Keyword(s):  
Water Content ◽  
Laboratory Tests ◽  
Fine Sand ◽  
Engineering Properties ◽  
Grain Composition ◽  
Factors Affecting ◽  
Compaction Curve ◽  
Main Factors ◽  
Dry And Wet Conditions ◽  
Compaction Properties

By means of laboratory tests and theoretical calculation, the physical, mechanical properties and compaction mechanism of the wind-blown sand are studied to deal with the problem of how to use the wind-blown sand as roadbed materials. It is revealed that water content doesn’t affect the compressibility and the shear strength of the wind-blown sand obviously and the wind-blown sand can be compacted both in dry and wet conditions. The compaction curve of the ordinary fine sand is consistent with that of wind-blown sand and the main factors affecting the compaction properties are the grain composition, water content and compaction work.

scholarly journals Snow dielectric properties: from DC to microwave X-band

1994 ◽  
Vol 19 ◽  
pp. 92-96 ◽  
Author(s):  
TH. Achammer ◽  
A. Denoth
Keyword(s):  
Grain Size ◽  
Dielectric Properties ◽  
Water Content ◽  
Liquid Water ◽  
Liquid Water Content ◽  
Frequency Range ◽  
Snow Density ◽  
Cold Room ◽  
X Band ◽  
Grain Size And Shape

Broadband measurements of dielectric properties of natural snow samples near or at 0°C are reported. Measurement quantities are: dielectric permittivity, loss factor and complex propagation factor for electromagnetic waves. X-band measurements were made in a cold room in the laboratory; measurements at low and intermediate frequencies were carried out both in the field (Stubai Alps, 3300 m; Hafelekar near Innsbruck, 2100 m) and in the cold room. Results show that in the different frequency ranges the relative effect on snow dielectric properties of the parameters: density, grain-size and shape, liquid water content, shape and distribution of liquid inclusions and content of impurities, varies significantly. In the low-frequency range the influence of grain-size and shape and snow density dominates; in the medium-frequency range liquid water content and density are the dominant parameters. In the microwave X-band the influence of the amount, shape and distribution of liquid inclusions and snow density is more important than that of the remaining parameters.

Sign in / Sign up

Export Citation Format

Share Document