ASTM-D5202 Historical Revision Information
Standard Test Method for Determining Triaxial Compression Creep Strength of Chemical Grouted Soils

ASTM-D5202 - 1991 R97 EDITION - SUPERSEDED
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Standard Test Method for Determining Triaxial Compression Creep Strength of Chemically Grouted Soils
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Scope

1.1 This test method covers the determination of long term strength and deformation of a cylindrical specimen of either a (undisturbed) field sample or laboratory-fabricated chemical grouted soil when it is sheared undrained in compression under a constant sustained load.

Note 1-The voids of chemical grouted soils are most often substantially filled with grout. Thus, pore pressures are unlikely to develop. This test method is not applicable to partially grouted soils in which substantial pore pressures may develop. If pore pressures must be measured, reference is made to Test Method D4767 for equipment and procedures.

1.2 This test method provides data useful in determining strength and deformation properties of chemical grouted soils subjected to sustained loads. Mohr strength envelopes may also be determined.

1.3 The determination of strength envelopes and the development of relationships to aid in interpreting and evaluating test results are left to the engineer or office requesting the test.

1.4 The values stated in either SI or inch-pound units shall be regarded separately as standard. The values in each system may not be exact equivalents, therefore, each system must be used independently of the other, without combining values in any way.

1.5 This standard does not purport to address all of the safety problems, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Keywords

Chemical-grouted soil; Compression testing-soil; Creep; Design strength; Loading tests-soil; Long term strength; Mohr stress circles; Shear testing-soil/rock; Structural applications-soil; Triaxial compression; Young's modulus; triaxial compression creep strength of chemical grouted soils, test; ICS Number Code 93.020 (Earth works. Excavations. Foundation construction. Underground works)

To find similar documents by ASTM Volume:

04.08 (Soil and Rock (I): D420 - D5876)

To find similar documents by classification:

93.020 (Earthworks. Excavations. Foundation construction. Underground works Including geotechnics Earth-moving machinery, see 53.100)

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Document Number

ASTM-D5202-91(1997)

Revision Level

1991 R97 EDITION

Status

Superseded

Modification Type

Reapproval

Publication Date

Dec. 23, 1991

Document Type

Test Method

Page Count

5 pages

Committee Number

D18.16