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sandstone rock swell factor

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  • INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND …

    weathered rock 15 71 21 50 2.60 1.52 19 64 Mt Arthur sandstone 3 26 23 4 2.79 1.96 12 91 *Tested on -19 mm particles Figure 1(a) shows the "all-in" particle size distribution (PSD) curves of the Jeebropilly weathered rock and Mt Arthur sandstone spoil samples obtained using Split Desktop (Split Engineering, 2011) analysis.

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  • Inaccurate Bulking and Compaction Factors | LoadScan®

    Conversely, material typically shrinks under compaction. Without accurate factors to determine the exact volume of material required to be loaded onto trucks to satisfy compacted contract volumes, supplied volumes may be incorrect and truck capacity not fully utilised. ... Rock (blasted) 1.5: 1.3: Bulking and compaction factor charts are only ...

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  • Geology of Nigeria | SpringerLink

    Geology, which is the study of rocks, minerals and the physical make-up of the solid earth, determines the environment and natural resources and in essence the industrial potential and wealth of a nation (Petters 2004).Geomorphology is the study of the physical features of the Earth's crust as related to the geological features and …

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  • Excavation Material Removal Calculator

    The change from bank to loose volume is the swell of the excavated material ... Sandstone: 61: 34 (FHWA 2007) Sandstone: 61: 34: Church (1981) Sandstone : 61: 29: Alaska Dot, 1983 : Sandstone (Cemented) 61: 34: ... Swell and Load Factor Calculator; Vertical Depth from a Slope Percentage and Horizontal Length; Information.

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  • Swelling and breaking characteristics of limestone under …

    The elemental composition, heat expansibility and breaking characteristics of limestone have been investigated with the use of an energy spectrum analyzer, a SEM, an optical microscope and an experimental heat swelling power system. The results show that 1) the heat expansibility of limestone has anisotropic properties, and 2) the heat ...

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  • CALCULATING VOLUMES AND WEIGHTS IN …

    Bulking factor is a ratio comparing the volume of a quantity of moist granular material to the volume of the same quantity when dry. E = Easy digging – Loose free running soils eg …

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  • Swell Factors for Various Soils

    Swell (%) Clay: Dry: 40: Wet: 40: Clay and gravel: Dry: 40: Wet: 40: Coal, anthracite: 35: Coal, bituminous: 35: Earth, loam: Dry: 25: Wet: 25: …

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  • CLASS V SANDSTONE

    Rock Augering: Use can be made of a Tungsten Carbide (TC) bit for auger drilling into rock to indicate rock quality and continuity by variation in drilling resistance and from examination of recovered rock fragments. This method of investigation is quick and relatively inexpensive but provides

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  • BULKING FACTORS FOR EXPANSION OF COMMON …

    BULKING FACTORS FOR EXPANSION OF COMMON ROCK MATERIALS Material Density (g/cm3) % In place After excavation Expansion Unconsolidated sediments Wet …

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  • Expansive soils (shrink swell clays) | NC DEQ

    Expansive soils can occur in almost any location in the Mountains, Piedmont, and Coastal Plain of North Carolina. The greatest potential, however, is in the Carolina terrane and the Triassic basins (see map below). The rocks of the Triassic basins are sedimentary rocks that were deposited about 220 million years ago when the supercontinent ...

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  • Swell & Void Percentage, Load Factors | |

    Definitions: Swell: The percentage of original volume that a material increases when it is removed from its bank state and becomes "loose.". When excavated, the material breaks up into different size particles that do not fit together, creating voids that reduce the weight per volume. For example, to hold the same weight of one cubic meter ...

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  • Bulking Spoil Volume In Excavations [Free Online Calculator] …

    For instance, a bulking factor for Clay and Gravel is typically 1.15. If your excavation was 15 m3. Your volume size would be 1.15 x 15 = 17.25 m3. You must consider the bulking factor of the material you are digging to ensure you correctly plan for the removal costs and time to …

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  • BULKING FACTORS FOR EXPANSION OF COMMON …

    BULKING FACTORS FOR EXPANSION OF COMMON ROCK MATERIALS Material Density (g/cm3) % In place After excavation Expansion Unconsolidated sediments Wet sand 1.95 1.56 20-30 ... Sandstone 2.42 1.38 75 Slate 2.80 1.52 85 Ores Bauxite (Weipa) 1.4 Iron ore (Hamesley hematite) Range 4.21-4.45

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  • Berea Sandstone

    Remarkably, although Berea Sandstone is regarded as the archetype of a well-sorted and homogeneous rock when porosity is considered, both capillary scaling factors and permeability show variations of the order of 20%–30% at the …

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  • Earthwork Design | FHWA

    Shrink and Swell Factors. Using data furnished by the Geotechnical Unit, the designer must check the characteristics of the material to be excavated or placed in …

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  • Application of Shrinkage and Swelling Factors on State …

    DOTs do not use swell factors) or a result of the shrink factor(s) applied to state earthwork calculations (different DOTs use different factors depending on soil type). 3. The shrinkage and swelling factors have a wide range for soils which are typical in the southeastern United States. From the values in this research, typical ranges for general

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  • Soil and Rock

    Soil and Rock - Bulk Factors; Material Density at the Borrow 10 3 (kg/m 3) Bulking (Swell) Factor (%) Basalt: 2.4 - 3.1: 75 - 80: Clay: 1.8 - 2.6: 20 - 40: Dolomite: 2.8: 50 - 60: Earth: 20 - 30: Gneiss: 2.69: 75 - 80: Granite: 2.6 …

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  • Time-dependent swell–shrink behavior of red-bed …

    The time-dependent swell–shrink behavior is an important factor in evaluating the long-term stability of rocks in deformation-sensitive engineering. ... As a type of low-clay-mineral-content and atypical expansive rock, its swell–shrink behavior also strongly depends on the time-dependent microscopic damage of the rock.

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  • Spike's Compaction Factor Calculator

    Assume you are using dry gravel with a swell percentage of 15% and a shrink percentage of -7%. Plug those values into the calculator and it will tell you that the compaction factor = 1.237. Multiply the 1185 cubic yards by 1.237. 1185 * 1.237 = 1465.9. To complete this job you will need 1465.9 cubic yards of this gravel in loose state volume.

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  • OR/15/065 Appendix 4

    Bulking factor (%) 1 Sand and/or gravel, very soft to soft clay or silt. 5 to 20 2 Firm (and stiffer) clay and silt, mudstones that break-up easily during excavation, peat. 20 to 40 3 Weaker rocks that are likely to break into a wide variety of particle sizes, sand to cobble or even boulder. 40 to 55 4

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  • Rock mass characterization for shallow granite by integrating rock …

    1. Introduction. The validity of rock mass classification systems often depends on geological conditions. One such system is the Rock Quality Designation (RQD) system, which accounts for only the frequency of jointing within a rock mass.The Rock Mass Rating 1 and Q systems 2 used RQD as a measurable parameter and considered factors such …

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  • Engineering Properties of Soil and Rock

    The geotechnical designer is responsible for determination of geotechnical parameters. Selection of soil/rock engineering properties requires that the designer understand the loading conditions and soil/rock behavior. Properties selected for design should be based on the results of field testing, laboratory testing, or back analysis of existing ...

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  • BULKING FACTOR OF ROCK FOR UNDERGROUND …

    The bulking factor B for rock may be defined using the equation B B V / V = − 1 1-1 where V B is the volume of rubble formed from breakage of a rock block of initial volume V (e.g., Bechtel SAIC Company, LLC, 2004). Bulking factor also may be specified as a parameter B

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  • The Art of Excavation: Calculating Bulking Factor for Efficient

    Bulking factor, also known as swell factor, is a measure of how much a material increases in volume when it's excavated or dug up compared to its in-situ (original) state. Different types of soil and materials exhibit varying bulking factors, and this factor can be influenced by factors such as moisture content, compaction, and the presence of ...

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  • Factors influencing gas well productivity in fractured tight sandstone

    There are many factors which influence the absolute open flow potential (AOFP) of gas well. One of them is the angle between maximum principal stress direction and natural fracture strike in gas reservoir. In order to find out how the angle influences the AOFP of gas well. A lot of data related to gas well productivity of 14 wells located in gas …

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  • Swell and Shrinkage List

    174 rowsSandstone: 61: 34 (FHWA 2007) Sandstone: 61: 34: Church …

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  • Between a Rock and a Hard Place | Grading and Excavating

    Soil or rock from the borrow expands when deposited in a truck or stockpiled onsite. One cubic yard of soil or rock from the excavation pit increases in volume once it is removed due to its swell or bulking factor. See Tables 1 and 2 for common bulking factors for various types of rock and soil.

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  • Mechanical property and thermal damage factor of limestone …

    Within this range, the change rate K p e a k is mainly affected by the following factors. The rock expansion behavior significantly affects the properties of rocks, even when their thermal expansion is relatively small. ... The effects of temperature and pressure on the porosity evolution of flechtinger sandstone. Rock Mech Rock Eng, 47 (2 ...

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  • 5.1: Sandstones

    Sandstones are clastic sedimentary rocks that are composed largely of sand-sized grains (>50% particles between 1/16 and 2 mm diameter). Sandstones make up approximately …

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