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11.13 Two similar specimens from the same site were tested under consoli- dated undrained triaxial conditions with pore water pressure measure- ments. The results are summarized here: Chamber Measured Deviatoric Pore Water Pres sure Specimen Pressure (kPa) Stress at Failure (kPa) at Failure (kPa) 50 181 23 II 100 218 19

11.13 Two similar specimens from the same site were tested under consoli- dated undrained triaxial conditions with pore water pressure measure- ments. The results are summarized here: Chamber Measured Deviatoric Pore Water Pres sure Specimen Pressure (kPa) Stress at Failure (kPa) at Failure (kPa) 50 181 23 II 100 218 19

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 11.13 please
Help View Go Soil Mechanics Fundamentals and Applications ( PDFDrive ).pdf (page 284 of 420) Tools Window Q 9.4 Done XLST Found on 18 pages ge Order 20 OAM.xis ILI For a soil, the effective angle of internal friction o was found to be 14 and the cohesion component c' was 46 kPa. The soil was tested in con- solidated drained triaxial condit ion when the failure stress (o, - 0,) was found to be 132 kPa. What was the confining pressure o, for this test? 11.12 For the triaxial test in Problem I1.11: (a) Estimate the direction of potential failure planes in the specimen relative to the major principal stress plane. (b) What are the normal stress o, and the shear stress T, on the failure plane in (a)? DOCX S Updates 11.13 Two similar specimens from the same site were tested under consoli- dated undrained triaxial conditons with pore water pressure measure- ments. The results are summarized here: DOCX PS- QM2 Chamber Measured Deviatoric Pore Water Pressure Specimen Pressure (kPa) Stress at Failure (kPa) at Failure (kPa) 50 181 23 II 100 218 19 DOCX iPS - QMC DOCX 258 Soil Mechanics Fundamentals and Applications T2 CEE 111. (a) Plot the Mohr's circles at failure in both the total stress and the effective stress. (b) Determine the strength parameters o and c in the total stress and o and c' in the effective stress. DOCX 11.14 If the specimen in Problem 11.13 is tested under the chamber pressure o, = 85 kPa: (a) What willI be the failure axial stress o,? (b) What will be the pore water pressure at fäilure? Script.docx 11.15 Two similar specimens from the same site were tested under consoli- dated undrained triaxial conditions with pore water pressure measure- ments. The results are summarized here: .cpp Practice.cpp Chamber Measured Deviatoric Pore Water Pressure Specimen Pressure (kPa) Stress at Failure (kPa) at Failure (kPa) 25 7.5 50 109 15 (a) Plot the Mohr's circle at failure in both the total stress and the effective stress. s Databa (b) Determine the strength parameters o and c in the total stress and o' i-7
Transcribed Image Text:Help View Go Soil Mechanics Fundamentals and Applications ( PDFDrive ).pdf (page 284 of 420) Tools Window Q 9.4 Done XLST Found on 18 pages ge Order 20 OAM.xis ILI For a soil, the effective angle of internal friction o was found to be 14 and the cohesion component c' was 46 kPa. The soil was tested in con- solidated drained triaxial condit ion when the failure stress (o, - 0,) was found to be 132 kPa. What was the confining pressure o, for this test? 11.12 For the triaxial test in Problem I1.11: (a) Estimate the direction of potential failure planes in the specimen relative to the major principal stress plane. (b) What are the normal stress o, and the shear stress T, on the failure plane in (a)? DOCX S Updates 11.13 Two similar specimens from the same site were tested under consoli- dated undrained triaxial conditons with pore water pressure measure- ments. The results are summarized here: DOCX PS- QM2 Chamber Measured Deviatoric Pore Water Pressure Specimen Pressure (kPa) Stress at Failure (kPa) at Failure (kPa) 50 181 23 II 100 218 19 DOCX iPS - QMC DOCX 258 Soil Mechanics Fundamentals and Applications T2 CEE 111. (a) Plot the Mohr's circles at failure in both the total stress and the effective stress. (b) Determine the strength parameters o and c in the total stress and o and c' in the effective stress. DOCX 11.14 If the specimen in Problem 11.13 is tested under the chamber pressure o, = 85 kPa: (a) What willI be the failure axial stress o,? (b) What will be the pore water pressure at fäilure? Script.docx 11.15 Two similar specimens from the same site were tested under consoli- dated undrained triaxial conditions with pore water pressure measure- ments. The results are summarized here: .cpp Practice.cpp Chamber Measured Deviatoric Pore Water Pressure Specimen Pressure (kPa) Stress at Failure (kPa) at Failure (kPa) 25 7.5 50 109 15 (a) Plot the Mohr's circle at failure in both the total stress and the effective stress. s Databa (b) Determine the strength parameters o and c in the total stress and o' i-7
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