Analytical Cavity Expansion-Critical State Model for Piezocone Dissipation in Fine-Grained Soils
After the arrest of cone penetration in clays and silts, excess porewater pressures decay with time until Δu = 0 and hydrostatic conditions prevail. A dissipation model is developed and initial porewater pressures are formulated in terms of cavity expansion theory and critical-state components, indi...
Gespeichert in:
| Veröffentlicht in: | SOILS AND FOUNDATIONS 2002/04/15, Vol.42(2), pp.131-137 |
|---|---|
| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 137 |
|---|---|
| container_issue | 2 |
| container_start_page | 131 |
| container_title | SOILS AND FOUNDATIONS |
| container_volume | 42 |
| creator | Burns, Susan E. Mayne, Paul W. |
| description | After the arrest of cone penetration in clays and silts, excess porewater pressures decay with time until Δu = 0 and hydrostatic conditions prevail. A dissipation model is developed and initial porewater pressures are formulated in terms of cavity expansion theory and critical-state components, indicating the derived coefficient of consolidation (ch) is a function of stress history (OCR), effective friction (M), and rigidity index (Ir), as well as the probe diameter. Both OCR and Ir are assessed theoretically from the CPTu results. The governing rate of dissipation can be expressed by a second order differential equation and solved explicitly in closed-form. The framework is unique in that both monotonic decay and dilatory response (initial increase and then decrease of Δu with time) are handled by the approach. The model results show good comparison with laboratory data, as well other currently accepted methods of ch determination. |
| doi_str_mv | 10.3208/sandf.42.2_131 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_27589706</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0038080620308271</els_id><sourcerecordid>27582309</sourcerecordid><originalsourceid>FETCH-LOGICAL-a651t-ffc97a1564a3b75d0686a4ce600c5148b72effb5db4708367bf6e2708b9cc6aa3</originalsourceid><addsrcrecordid>eNqNkE1P3DAQQHNopVLotWdf4Jat7SSOc0Tb5UOiaiXasztxxu2gYC-2QSy_voZQekLqaSz5zdPoVdVHwVeN5PpTAj-5VStX0ohGvKn2OG90zTVX76r3KV1xriQXYq_6eexh3mWyMLM13FHesc39Fnyi4Ot1pOXnMkNG9iVMODMXIvtG-BBs8Mg-U0q0hVxwRp6dkMf6NEIZE7sMNKeD6q2DOeGH57lf_TjZfF-f1RdfT8_Xxxc1qE7k2jk79CA61UIz9t3ElVbQWlSc2060euwlOjd209j2XDeqH51CWZ7jYK0CaParo8W7jeHmFlM215QszjN4DLfJyL7TQ8_Vf4Gy4UMBVwtoY0gpojPbSNcQd0Zw81jZPFU2rTRPlcvC4bMZUqnmInhL6d9WU84VuivcZuGuUoZf-AJALLVnXLRiGLpF_df_8m9_QzToi0cvHixd7wijSZbQW5woos1mCvTaqX8AkUms2w</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>27582309</pqid></control><display><type>article</type><title>Analytical Cavity Expansion-Critical State Model for Piezocone Dissipation in Fine-Grained Soils</title><source>J-STAGE Free</source><source>Freely Accessible Japanese Titles</source><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><creator>Burns, Susan E. ; Mayne, Paul W.</creator><creatorcontrib>Burns, Susan E. ; Mayne, Paul W.</creatorcontrib><description>After the arrest of cone penetration in clays and silts, excess porewater pressures decay with time until Δu = 0 and hydrostatic conditions prevail. A dissipation model is developed and initial porewater pressures are formulated in terms of cavity expansion theory and critical-state components, indicating the derived coefficient of consolidation (ch) is a function of stress history (OCR), effective friction (M), and rigidity index (Ir), as well as the probe diameter. Both OCR and Ir are assessed theoretically from the CPTu results. The governing rate of dissipation can be expressed by a second order differential equation and solved explicitly in closed-form. The framework is unique in that both monotonic decay and dilatory response (initial increase and then decrease of Δu with time) are handled by the approach. The model results show good comparison with laboratory data, as well other currently accepted methods of ch determination.</description><identifier>ISSN: 0038-0806</identifier><identifier>ISSN: 1341-7452</identifier><identifier>DOI: 10.3208/sandf.42.2_131</identifier><identifier>CODEN: SOIFBE</identifier><language>eng</language><publisher>Tokyo: Elsevier B.V</publisher><subject>Applied sciences ; Buildings. Public works ; clays ; cone penetration ; consolidation ; dilatory ; dissipation ; Earth sciences ; Earth, ocean, space ; Engineering and environment geology. Geothermics ; Engineering geology ; Exact sciences and technology ; Geotechnics ; in-situ ; permeability ; pore pressures (IGC: C3/F4) ; Soil investigations. Testing</subject><ispartof>SOILS AND FOUNDATIONS, 2002/04/15, Vol.42(2), pp.131-137</ispartof><rights>2002 The Japanese Geotechnical Society</rights><rights>The Japanese Geotechnical Society</rights><rights>2002 INIST-CNRS</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a651t-ffc97a1564a3b75d0686a4ce600c5148b72effb5db4708367bf6e2708b9cc6aa3</citedby><cites>FETCH-LOGICAL-a651t-ffc97a1564a3b75d0686a4ce600c5148b72effb5db4708367bf6e2708b9cc6aa3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,1877,27901,27902</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=13708185$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Burns, Susan E.</creatorcontrib><creatorcontrib>Mayne, Paul W.</creatorcontrib><title>Analytical Cavity Expansion-Critical State Model for Piezocone Dissipation in Fine-Grained Soils</title><title>SOILS AND FOUNDATIONS</title><addtitle>SOILS AND FOUNDATIONS</addtitle><description>After the arrest of cone penetration in clays and silts, excess porewater pressures decay with time until Δu = 0 and hydrostatic conditions prevail. A dissipation model is developed and initial porewater pressures are formulated in terms of cavity expansion theory and critical-state components, indicating the derived coefficient of consolidation (ch) is a function of stress history (OCR), effective friction (M), and rigidity index (Ir), as well as the probe diameter. Both OCR and Ir are assessed theoretically from the CPTu results. The governing rate of dissipation can be expressed by a second order differential equation and solved explicitly in closed-form. The framework is unique in that both monotonic decay and dilatory response (initial increase and then decrease of Δu with time) are handled by the approach. The model results show good comparison with laboratory data, as well other currently accepted methods of ch determination.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>clays</subject><subject>cone penetration</subject><subject>consolidation</subject><subject>dilatory</subject><subject>dissipation</subject><subject>Earth sciences</subject><subject>Earth, ocean, space</subject><subject>Engineering and environment geology. Geothermics</subject><subject>Engineering geology</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>in-situ</subject><subject>permeability</subject><subject>pore pressures (IGC: C3/F4)</subject><subject>Soil investigations. Testing</subject><issn>0038-0806</issn><issn>1341-7452</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2002</creationdate><recordtype>article</recordtype><recordid>eNqNkE1P3DAQQHNopVLotWdf4Jat7SSOc0Tb5UOiaiXasztxxu2gYC-2QSy_voZQekLqaSz5zdPoVdVHwVeN5PpTAj-5VStX0ohGvKn2OG90zTVX76r3KV1xriQXYq_6eexh3mWyMLM13FHesc39Fnyi4Ot1pOXnMkNG9iVMODMXIvtG-BBs8Mg-U0q0hVxwRp6dkMf6NEIZE7sMNKeD6q2DOeGH57lf_TjZfF-f1RdfT8_Xxxc1qE7k2jk79CA61UIz9t3ElVbQWlSc2060euwlOjd209j2XDeqH51CWZ7jYK0CaParo8W7jeHmFlM215QszjN4DLfJyL7TQ8_Vf4Gy4UMBVwtoY0gpojPbSNcQd0Zw81jZPFU2rTRPlcvC4bMZUqnmInhL6d9WU84VuivcZuGuUoZf-AJALLVnXLRiGLpF_df_8m9_QzToi0cvHixd7wijSZbQW5woos1mCvTaqX8AkUms2w</recordid><startdate>20020401</startdate><enddate>20020401</enddate><creator>Burns, Susan E.</creator><creator>Mayne, Paul W.</creator><general>Elsevier B.V</general><general>The Japanese Geotechnical Society</general><general>Japanese Geotechnical Society</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20020401</creationdate><title>Analytical Cavity Expansion-Critical State Model for Piezocone Dissipation in Fine-Grained Soils</title><author>Burns, Susan E. ; Mayne, Paul W.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a651t-ffc97a1564a3b75d0686a4ce600c5148b72effb5db4708367bf6e2708b9cc6aa3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2002</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>clays</topic><topic>cone penetration</topic><topic>consolidation</topic><topic>dilatory</topic><topic>dissipation</topic><topic>Earth sciences</topic><topic>Earth, ocean, space</topic><topic>Engineering and environment geology. Geothermics</topic><topic>Engineering geology</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>in-situ</topic><topic>permeability</topic><topic>pore pressures (IGC: C3/F4)</topic><topic>Soil investigations. Testing</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Burns, Susan E.</creatorcontrib><creatorcontrib>Mayne, Paul W.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>SOILS AND FOUNDATIONS</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Burns, Susan E.</au><au>Mayne, Paul W.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Analytical Cavity Expansion-Critical State Model for Piezocone Dissipation in Fine-Grained Soils</atitle><jtitle>SOILS AND FOUNDATIONS</jtitle><addtitle>SOILS AND FOUNDATIONS</addtitle><date>2002-04-01</date><risdate>2002</risdate><volume>42</volume><issue>2</issue><spage>131</spage><epage>137</epage><pages>131-137</pages><issn>0038-0806</issn><issn>1341-7452</issn><coden>SOIFBE</coden><abstract>After the arrest of cone penetration in clays and silts, excess porewater pressures decay with time until Δu = 0 and hydrostatic conditions prevail. A dissipation model is developed and initial porewater pressures are formulated in terms of cavity expansion theory and critical-state components, indicating the derived coefficient of consolidation (ch) is a function of stress history (OCR), effective friction (M), and rigidity index (Ir), as well as the probe diameter. Both OCR and Ir are assessed theoretically from the CPTu results. The governing rate of dissipation can be expressed by a second order differential equation and solved explicitly in closed-form. The framework is unique in that both monotonic decay and dilatory response (initial increase and then decrease of Δu with time) are handled by the approach. The model results show good comparison with laboratory data, as well other currently accepted methods of ch determination.</abstract><cop>Tokyo</cop><pub>Elsevier B.V</pub><doi>10.3208/sandf.42.2_131</doi><tpages>7</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0038-0806 |
| ispartof | SOILS AND FOUNDATIONS, 2002/04/15, Vol.42(2), pp.131-137 |
| issn | 0038-0806 1341-7452 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_27589706 |
| source | J-STAGE Free; Freely Accessible Japanese Titles; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
| subjects | Applied sciences Buildings. Public works clays cone penetration consolidation dilatory dissipation Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Geotechnics in-situ permeability pore pressures (IGC: C3/F4) Soil investigations. Testing |
| title | Analytical Cavity Expansion-Critical State Model for Piezocone Dissipation in Fine-Grained Soils |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-14T12%3A01%3A24IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Analytical%20Cavity%20Expansion-Critical%20State%20Model%20for%20Piezocone%20Dissipation%20in%20Fine-Grained%20Soils&rft.jtitle=SOILS%20AND%20FOUNDATIONS&rft.au=Burns,%20Susan%20E.&rft.date=2002-04-01&rft.volume=42&rft.issue=2&rft.spage=131&rft.epage=137&rft.pages=131-137&rft.issn=0038-0806&rft.coden=SOIFBE&rft_id=info:doi/10.3208/sandf.42.2_131&rft_dat=%3Cproquest_cross%3E27582309%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=27582309&rft_id=info:pmid/&rft_els_id=S0038080620308271&rfr_iscdi=true |