Prediction of Field Collapse of Soils Due to Wetting
A series of oedometer tests are used to provide data for a quantitative prediction of soil collapse. A full scale field test is conducted to provide a benchmark for comparison with laboratory test results and predictions. It is then found that the amount of field collapse can be accurately predicted...
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| Veröffentlicht in: | Journal of geotechnical engineering 1988-01, Vol.114 (1), p.40-58 |
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| container_end_page | 58 |
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| container_issue | 1 |
| container_start_page | 40 |
| container_title | Journal of geotechnical engineering |
| container_volume | 114 |
| creator | Houston, Sandra L Houston, William N Spadola, Donald J |
| description | A series of oedometer tests are used to provide data for a quantitative prediction of soil collapse. A full scale field test is conducted to provide a benchmark for comparison with laboratory test results and predictions. It is then found that the amount of field collapse can be accurately predicted using the procedure prescribed herein, provided that the extent of wetting is known. |
| doi_str_mv | 10.1061/(ASCE)0733-9410(1988)114:1(40) |
| format | Article |
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A full scale field test is conducted to provide a benchmark for comparison with laboratory test results and predictions. It is then found that the amount of field collapse can be accurately predicted using the procedure prescribed herein, provided that the extent of wetting is known.</description><identifier>ISSN: 0733-9410</identifier><identifier>EISSN: 1944-8368</identifier><identifier>DOI: 10.1061/(ASCE)0733-9410(1988)114:1(40)</identifier><identifier>CODEN: JGENDZ</identifier><language>eng</language><publisher>New York, NY: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buildings. Public works ; displacement ; Earth sciences ; Earth, ocean, space ; Engineering and environment geology. Geothermics ; Exact sciences and technology ; Geotechnics ; moisture ; porous materials ; Soil mechanics. 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A full scale field test is conducted to provide a benchmark for comparison with laboratory test results and predictions. It is then found that the amount of field collapse can be accurately predicted using the procedure prescribed herein, provided that the extent of wetting is known.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>displacement</subject><subject>Earth sciences</subject><subject>Earth, ocean, space</subject><subject>Engineering and environment geology. Geothermics</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>moisture</subject><subject>porous materials</subject><subject>Soil mechanics. Rocks mechanics</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9410</issn><issn>1944-8368</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1988</creationdate><recordtype>article</recordtype><recordid>eNp9kF1LwzAUhoMoOD_-Qy9Et4vqOU3aJIIXY25TERVUBG9CP06lUpvZdBf-exM2vDQXSTg8efPyMHaKcI6Q4cV4-jybT0ByHmuBMEat1ARRXOJYwGSHjVALESueqV02-sP22YFznwAJpqkYMfHUU9WUQ2O7yNbRoqG2ima2bfOVozB5tk3rous1RYON3mgYmu7jiO3VeevoeHsestfF_GV2E98_Lm9n0_s4T1U2xAlVmoCkLKgqNBUpJy7SSmAmFXAUdSVKXWuVIddYgExkpdIkpQIqjphpfsjONrmr3n6vyQ3mq3El-XId2bUzUmQYkpQnT_8lE6HTBIT04NUGLHvrXE-1WfXNV97_GAQTtBoTtJrgywRfJmg1XqtBI8C_P9l-lLsyb-s-78rG_YXIDDRPEo-9bTBPkfm0677zoszdcv5w_Q4APg_CwrBtrn62bfBvgV-fgo1g</recordid><startdate>198801</startdate><enddate>198801</enddate><creator>Houston, Sandra L</creator><creator>Houston, William N</creator><creator>Spadola, Donald J</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><scope>7TC</scope></search><sort><creationdate>198801</creationdate><title>Prediction of Field Collapse of Soils Due to Wetting</title><author>Houston, Sandra L ; Houston, William N ; Spadola, Donald J</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a586t-2ed9e0e77bedb9eb53e345d416780314fd4c9f9861391b0727d8525eb0d311693</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1988</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>displacement</topic><topic>Earth sciences</topic><topic>Earth, ocean, space</topic><topic>Engineering and environment geology. Geothermics</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>moisture</topic><topic>porous materials</topic><topic>Soil mechanics. Rocks mechanics</topic><topic>TECHNICAL PAPERS</topic><toplevel>online_resources</toplevel><creatorcontrib>Houston, Sandra L</creatorcontrib><creatorcontrib>Houston, William N</creatorcontrib><creatorcontrib>Spadola, Donald J</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Mechanical Engineering Abstracts</collection><jtitle>Journal of geotechnical engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Houston, Sandra L</au><au>Houston, William N</au><au>Spadola, Donald J</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Prediction of Field Collapse of Soils Due to Wetting</atitle><jtitle>Journal of geotechnical engineering</jtitle><date>1988-01</date><risdate>1988</risdate><volume>114</volume><issue>1</issue><spage>40</spage><epage>58</epage><pages>40-58</pages><issn>0733-9410</issn><eissn>1944-8368</eissn><coden>JGENDZ</coden><abstract>A series of oedometer tests are used to provide data for a quantitative prediction of soil collapse. A full scale field test is conducted to provide a benchmark for comparison with laboratory test results and predictions. It is then found that the amount of field collapse can be accurately predicted using the procedure prescribed herein, provided that the extent of wetting is known.</abstract><cop>New York, NY</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9410(1988)114:1(40)</doi><tpages>19</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0733-9410 |
| ispartof | Journal of geotechnical engineering, 1988-01, Vol.114 (1), p.40-58 |
| issn | 0733-9410 1944-8368 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_746180318 |
| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Applied sciences Buildings. Public works displacement Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Exact sciences and technology Geotechnics moisture porous materials Soil mechanics. Rocks mechanics TECHNICAL PAPERS |
| title | Prediction of Field Collapse of Soils Due to Wetting |
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