Soaked cbr test. It is compacted into the mold with a rammer.

Soaked cbr test. California Bearing Ratio (CBR) Testing of Soil (Soaked & Unsoaked) Introduction The California Bearing Ratio (CBR) test is one of the most widely used and well-established tests in geotechnical engineering for evaluating the strength and load-bearing capacity of soil. Soaked CBR Test Procedure & Results This document describes procedures for conducting a soaked CBR (California Bearing Ratio) test to determine the strength of a soil sample. THEORY: California Bearing Ratio (CBR) is defined as the ratio expressed in percentage of force per unit area required penetrating a soil mass with a circular plunger of 50 mm diameter at the rate of 1. 1 This test method covers the determination of the California Bearing Ratio (CBR) of laboratory compacted specimens. As a result, only a limited number of CBR test could be performed per kilometer length of the proposed road to be constructed. Explore the 5 steps of CBR testing and why it matters. CBR strength of soil can be determined in dry/unsoaked condition and in soaked condition. 25 mm/min to that required for corresponding penetration in a standard material. It is compacted into the mold with a rammer. The test involves compacting a soil specimen, soaking it for 96 hours, then measuring penetration of a piston under increasing loads up to 6250 kg. lzi iho nd38 qgsckd jvy5a tusqk2u lojwd5 vetq0 m8y iamoe