Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska:
Gespeichert in:
| Hauptverfasser: | , , |
|---|---|
| Format: | Buch |
| Sprache: | Undetermined |
| Veröffentlicht: |
[Washington, DC]
United States Gov. Print. Off.
1988
|
| Schriftenreihe: | United States Geological Survey: Geological Survey bulletin
1825 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | VI, 51 S. Ill., Kt. |
Internformat
MARC
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| 100 | 1 | |a Lade, Poul V. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska |c by Poul V. Lade, Randall G. Updike, and David A. Cole |
| 264 | 1 | |a [Washington, DC] |b United States Gov. Print. Off. |c 1988 | |
| 300 | |a VI, 51 S. |b Ill., Kt. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a United States Geological Survey: Geological Survey bulletin |v 1825 | |
| 650 | 0 | 7 | |a Bodenmechanik |0 (DE-588)4007385-3 |2 gnd |9 rswk-swf |
| 651 | 7 | |a Bootlegger-Cove-Formation |0 (DE-588)4276143-8 |2 gnd |9 rswk-swf | |
| 651 | 7 | |a Anchorage, Alas. |0 (DE-588)4246931-4 |2 gnd |9 rswk-swf | |
| 689 | 0 | 0 | |a Anchorage, Alas. |0 (DE-588)4246931-4 |D g |
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| 700 | 1 | |a Updike, Randall G. |e Verfasser |4 aut | |
| 700 | 1 | |a Cole, David A. |e Verfasser |4 aut | |
| 830 | 0 | |a United States Geological Survey: Geological Survey bulletin |v 1825 |w (DE-604)BV002539394 |9 1825 | |
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| 999 | |a oai:aleph.bib-bvb.de:BVB01-001196877 | ||
Datensatz im Suchindex
| _version_ | 1804116268559630336 |
|---|---|
| adam_text | Cyclic Triaxial Tests of the
Bootlegger Cove Formation,
Anchorage, Alaska
By POUL V LADE, RANDALL G UPDIKE,
and DAVID A COLE
A cooperative research project between the
U S Geological Survey and the
State of Alaska Division of Geological and Geophysical Surveys
U S GEOLOGICAL SURVEY BULLETIN 1825
Qgot-Palaoat
IUoZu
CONTENTS
Glossary of symbols used VI
Abstract 1
Introduction 1
Scope 1
Acknowledgments 2
Regional geologic history 2
Tectonic setting 2
Quaternary history 3
Engineering geologic facies of the Bootlegger Cove Formation 3
Geologic history of the site 4
Static engineering characterization of the site 7
Field sampling and logging 7
Dynamic laboratory testing program 7
Unconsolidated-undrained tests 8
Equipment 8
Testing procedure 8
Consolidated-undrained tests 9
Equipment 9
Testing procedure 9
Cyclic loading tests 10
Equipment 10
Testing procedure 10
Results of laboratory testing 11
Soil index tests 11
Static tests 11
Cyclic loading tests 16
Strength relations for intact specimens 16
Discussion of cyclic stress ratio 18
Strength relations for remolded specimens 18
Comparison of strength relations for intact and remolded specimens 19
Shear moduli 22
Damping ratios 23
Summary and conclusions from laboratory testing 24
References cited 26
FIGURES
1 Photograph of the Turnagain Heights landslide 2
2 Generalized map showing major faults in the vicinity of Anchorage
3 Generalized map showing the location of the sample site 4
4 Map showing the location of boreholes and cross-section lines 4 ;
5 Geologic cross section along line A-A 5
6 Geologic cross section along line B-B 6
7 Photograph of triaxial testing equipment used for UU tests 8
8 Photograph of triaxial testing equipment used for static ICU tests
9 Photograph of cyclic triaxial testing equipment 10
10 Plasticity chart for samples 11 GeoL-Palaoot-fa**
Contents III
T 4 4 n
11 Graph showing undrained shear strength versus water content derived
from UU and ICU tests 14
12 The p-q diagram showing effective normal stress versus maximum shear
ing stress determined by ICU tests 16
13 Photograph of specimen CT-5 (F IV) after consolidation and after
failure by cyclic loading 17
14 Photograph of specimen CT-3 (F Ill) after consolidation and after
failure by cyclic loading 18
15 Photograph of specimen CT-4 (F IV) after consolidation and after
failure by cyclic loading 19
-47 Graphs showing:
16 Peak-to-peak axial strain versus number of cycles for intact samples
at Kc =10 22
17 Cyclic stress ratio from UU tests versus number of cycles for intact
specimens at Kc =10 23
18 Cyclic stress ratio from ICU tests versus number of cycles for intact
specimns at Kc =10 24
19 Maximum axial strain versus number of cycles for intact specimens
at Kc =15 25
20 Maximum axial strain versus number of cycles for intact specimens
at Kc =20 26
21 Cyclic stress ratio from UU tests versus number of cycles for intact
specimens at Kc =15 27
22 Cyclic stress ratio from ICU tests versus number of cycles for intact
specimens at Kc =15 28
23 Cyclic stress ratio from UU tests versus number of cycles for intact
specimens at Kc =20 29
24 Cyclic stress ratio from ICU tests versus number of cycles for intact
specimens at Kc =20 30
25 Cyclic stress ratio from UU tests versus number of cycles for intact
specimens at Kc = 1 0, 1 5, and 2 0 31
26 Peak-to-peak axial strain versus number of cycles for remolded
specimens at Kc =10 32
27 Maximum axial strain versus number of cycles for remolded
specimens at Kc =15 33
28 Maximum axial strain versus number of cycles for remolded
specimens at Kc =20 34
29 Cyclic stress ratio from UU tests versus number of cycles for
remolded specimens at Kc =10 35
30 Cyclic stress ratio from UU tests versus number of cycles for
remolded specimens at Kc =15 36
31 Cyclic stress ratio from UU tests versus number of cycles for
remolded specimens at Kc =20 37
32 Cyclic stress ratio from ICU tests versus number of cycles for
remolded specimens at Kc =10 38
33 Cyclic stress ratio from ICU tests versus number of cycles for
remolded specimens at Kc =15 39
34 Cyclic stress ratio from ICU tests versus number of cycles for
remolded specimens at Kc =20 40
35 Cyclic stress ratio from UU tests versus number of cycles for
remolded specimens at Kc = 1 0, 1 5, and 2 0 41
36 Cyclic stress ratio from ICU tests versus number of cycles for
remolded specimens at Kc = 1 0, 1 5, and 2 0 42
Cyclic Triaxial Tests, Bootlegger Cove Formation, Anchorage, Alaska
FIGURES
37 A comparison of cyclic stress ratios for intact (UU tests) specimens
and remolded (ICU tests) specimens 43
38 A comparison of cyclic stress ratios for intact (estimated ICU tests)
and remolded (measured ICU tests) specimens 44
39 Normalized shear moduli for intact specimens using shear strengths
from UU tests 45
40 Normalized shear moduli for intact specimens using shear strengths
from estimated ICU tests 45
41 Normalized shear moduli for remolded specimens using shear
strengths from UU tests 46
42 Normalized shear moduli for remolded specimens using shear
strengths from ICU tests 46
43 A comparison of shear moduli versus number of cycles for intact
and remolded specimens at Kc =10 47
44 A comparison of shear moduli versus number of cycles for intact
and remolded specimens at Kc =15 48
45 A comparison of shear moduli versus number of cycles for intact
and remolded specimens at Kc =20 49
46 Damping ratios versus percent strain for intact specimens 50
47 Damping ratios versus percent strain for remolded specimens 51
1 Summary of Atterberg limit and hydrometer tests 12
2 Summary of torvane and UU triaxial tests 13
3 Summary of ICU triaxial tests 15
4 Summary of initial and stress conditions for cyclic tests on intact
specimens 20
5 Summary of initial and stress conditions for cyclic tests on remolded
specimens 21
TABLES
CONVERSION FACTORS
y For readers who wish to convert measurements from the metric system of units to the inch-pound
system of units, the conversion factors are listed below
Metric unit Multiply by To obtain inch-pound unit
o
millimeter (mm)
centimeter (cm)
meter (m)
centimeter2 (cm2)
centimeter3 (cm3)
kilogram (kg)
metric ton
kilogram/centimeter2
(kg/cm2)
gram/centimeter3
(g/cm3)
inch
inch
foot (ft)
inch2
inch3
pound (lb)
ton, short (2000 lb)
pound/inch2 (psi)
pound/foot3 (lb/ft3)
|
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| author | Lade, Poul V. Updike, Randall G. Cole, David A. |
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| geographic | Bootlegger-Cove-Formation (DE-588)4276143-8 gnd Anchorage, Alas. (DE-588)4246931-4 gnd |
| geographic_facet | Bootlegger-Cove-Formation Anchorage, Alas. |
| id | DE-604.BV001775943 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T15:35:49Z |
| institution | BVB |
| language | Undetermined |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-001196877 |
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| physical | VI, 51 S. Ill., Kt. |
| publishDate | 1988 |
| publishDateSearch | 1988 |
| publishDateSort | 1988 |
| publisher | United States Gov. Print. Off. |
| record_format | marc |
| series | United States Geological Survey: Geological Survey bulletin |
| series2 | United States Geological Survey: Geological Survey bulletin |
| spelling | Lade, Poul V. Verfasser aut Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska by Poul V. Lade, Randall G. Updike, and David A. Cole [Washington, DC] United States Gov. Print. Off. 1988 VI, 51 S. Ill., Kt. txt rdacontent n rdamedia nc rdacarrier United States Geological Survey: Geological Survey bulletin 1825 Bodenmechanik (DE-588)4007385-3 gnd rswk-swf Bootlegger-Cove-Formation (DE-588)4276143-8 gnd rswk-swf Anchorage, Alas. (DE-588)4246931-4 gnd rswk-swf Anchorage, Alas. (DE-588)4246931-4 g Bootlegger-Cove-Formation (DE-588)4276143-8 g Bodenmechanik (DE-588)4007385-3 s DE-604 Updike, Randall G. Verfasser aut Cole, David A. Verfasser aut United States Geological Survey: Geological Survey bulletin 1825 (DE-604)BV002539394 1825 HEBIS Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=001196877&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Lade, Poul V. Updike, Randall G. Cole, David A. Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska United States Geological Survey: Geological Survey bulletin Bodenmechanik (DE-588)4007385-3 gnd |
| subject_GND | (DE-588)4007385-3 (DE-588)4276143-8 (DE-588)4246931-4 |
| title | Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska |
| title_auth | Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska |
| title_exact_search | Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska |
| title_full | Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska by Poul V. Lade, Randall G. Updike, and David A. Cole |
| title_fullStr | Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska by Poul V. Lade, Randall G. Updike, and David A. Cole |
| title_full_unstemmed | Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska by Poul V. Lade, Randall G. Updike, and David A. Cole |
| title_short | Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska |
| title_sort | cyclic triaxial tests of the bootlegger cove formation anchorage alaska |
| topic | Bodenmechanik (DE-588)4007385-3 gnd |
| topic_facet | Bodenmechanik Bootlegger-Cove-Formation Anchorage, Alas. |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=001196877&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV002539394 |
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