Granular backfill unit weight
WebBackfill material shall conform to one of the following types: .1 Type 1 – Granular Backfill % Passing Standard Sieve Sieve Size Granular Limestone 37.5 mm 100 100 25.0mm 85 – 100 85 – 100 4.75 mm 25 – 80 25 – 80 425 mm 15 – 40 15 – 35 75 µm 8 – 18 0 - 10 Min. Crush Count 15% - Max. Los Angeles Abrasion Loss 40% 32% WebSoil Unit Weight publications, software and technical guidance for the career development, information, and resources for Geotechnical Engineers. ... Empirical values for g, of …
Granular backfill unit weight
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Web2. Compacted granular material for bedding, backing or other use which is paid for under Section 901 as a part of the price per ft. (meter) of pipe. 912.05 Basis of Payment. The City will pay the calculated number of cubic yards (cubic meters) of granular backfill measured at the contract unit price per cubic yard (cubic meter). WebJan 12, 2024 · Backfill for structures that are bridges, grade separations, pump stations and retaining walls (Granular Material Class II) will be placed in 6 inch (150 mm) layers. Each layer will be compacted to 100 percent of the maximum unit weight in the load bearing area. The load bearing area is the area within the 1 on 1 slope down from the outer ...
WebMar 8, 2016 · The unit weight of low density CLSM mixtures can range from 320 to 1300 kg/m 3 (20 to 80 lb/ft 3), depending on the amount of preformed foam that is injected into the mixture during batching. Bearing Strength – the bearing strength of flowable fill mixtures is directly related to their unconfined compressive strength. http://geotechnicalinfo.com/soil_unit_weight.html
http://des.butlercountyohio.org/html/contractors/documents/1180.pdf WebJan 1, 2024 · 1. Granular Backfill Borrow, Classification A-1. Refer to AASHTO M145. a. Well-graded material. b. Maximum aggregate size is 1½ inches for plastic pipe, 2 inches …
Web2. Compacted granular material for bedding, backing or other use which is paid for under Section 901 as a part of the price per ft. (meter) of pipe. 912.05 Basis of Payment. The …
Webmeasure) unit weight of at least 70 pounds per cubic foot in accordance with MTM 123. 740 . 902.03 B. Crushed Concrete Coarse Aggregate. Use Department-owned ... The Engineer will only allow the use of granular material produced from B. A. 902-7 and Table 902-8. B. ) % Aggregates . theory navy jacketWebA vertical retaining wall with a horizontal granular backfill has a height of 16 ft. The unit weight of the backfill, gamma, equals 120 pcf and phi = 35 degree. For a surcharge of q … shrubs that grow in moist soilWeb703.11 Structural Backfill for 603 Bedding and Backfill 703.12 ... unit weight: AASHTO T 19: Light weight chert in aggregates: AASHTO T 113: Sand equivalent: ... Except for GS, use the following gradations for the granular material types, by weight: 1. theory navy pantsWebA 5 m-high smooth, vertical wall retains a granular backfill with unit weight of 18 kN/m³ and a friction angle of 35°. Find the magnitude and location of the resultant active thrust. If a 10 kPa uniform surcharge acts at the top of the backfill, find the magnitude and location of the active thrust. theory navy maxi dressWebThe following densities should be used for estimating quantities of granular material. Table 2: Granular Material Densities Material Density Granular Subbase 135 pcf Granular Backfill 125 pcf Granular Blanket 125 pcf Granular Shoulders 140 pcf Special Backfill (treatment) … theory near meWebApr 11, 2024 · UMJU SUUS. 12 Figure 15.45 shows a gravity retaining wall retaining a granula gravity retaining wall retaining a granular (c' = 0) back- fill. The same soil is present at the bottom of the wall and on the esent at the bottom of the wall and on the left. The unit weight and the friction angle of the backfill are 18.5 kN/m and 35°, respec- tively. shrubs that grow in shade ifasWebApr 4, 2024 · Using Rankine’s approach for a granular backfill, and assuming that the pressure acts in a vertical backface, the passive earth-pressure coefficient may be calculated using the expressions: When the backfill is completely horizontal \(K_p = tan^2(45º+\frac{\phi’}{2})\) When the backfill is inclined a certain angle with respect to … theory net a porter