Expedient Road Construction Over Soft Soils
This report describes field experiments conducted using a combination of crushed limestone, wood chips, sand, geosynthetics, fiberglass mats, plastic mats, and wood mats for expedient road construction over soft soils. Field sections were constructed and trafficked over two soft subgrades: a CBR les...
Gespeichert in:
| Hauptverfasser: | , , , |
|---|---|
| Format: | Report |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext bestellen |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | |
| container_start_page | |
| container_title | |
| container_volume | |
| creator | Santoni, Rosa L Smith, Carroll J Tingle, Jeb S Webster, Steve L |
| description | This report describes field experiments conducted using a combination of crushed limestone, wood chips, sand, geosynthetics, fiberglass mats, plastic mats, and wood mats for expedient road construction over soft soils. Field sections were constructed and trafficked over two soft subgrades: a CBR less than 0.5 percent, and a CBR between 0.5 and 1.0 percent. Experiment items were trafficked with 2,000 passes of a 41,600-lb, 5-ton military truck. Field experiment results indicated that plastic and wood mats, wood chips, and crushed limestone are capable of providing structural support to military traffic over the two subgrade conditions. The fiberglass mats, geofoam, and ECM geosynthetic were not capable of withstanding the applied traffic and are unsuitable for supporting substantial amounds of military traffic over the very soft subgrade conditions used in this experiment.
--Original contains color plates: All DTIC reproductions will be in black and white. |
| format | Report |
| fullrecord | <record><control><sourceid>dtic_1RU</sourceid><recordid>TN_cdi_dtic_stinet_ADA393001</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>ADA393001</sourcerecordid><originalsourceid>FETCH-dtic_stinet_ADA3930013</originalsourceid><addsrcrecordid>eNrjZNB2rShITclMzStRCMpPTFFwzs8rLikqTS7JzM9T8C9LLVIIzk8rARKZOcU8DKxpiTnFqbxQmptBxs01xNlDN6UkMzm-uCQzL7Uk3tHF0djS2MDA0JiANACzlCZH</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>report</recordtype></control><display><type>report</type><title>Expedient Road Construction Over Soft Soils</title><source>DTIC Technical Reports</source><creator>Santoni, Rosa L ; Smith, Carroll J ; Tingle, Jeb S ; Webster, Steve L</creator><creatorcontrib>Santoni, Rosa L ; Smith, Carroll J ; Tingle, Jeb S ; Webster, Steve L ; ENGINEER RESEARCH AND DEVELOPMENT CENTER VICKSBURG MS GEOTECHNICAL AND STRUCTURES LAB</creatorcontrib><description>This report describes field experiments conducted using a combination of crushed limestone, wood chips, sand, geosynthetics, fiberglass mats, plastic mats, and wood mats for expedient road construction over soft soils. Field sections were constructed and trafficked over two soft subgrades: a CBR less than 0.5 percent, and a CBR between 0.5 and 1.0 percent. Experiment items were trafficked with 2,000 passes of a 41,600-lb, 5-ton military truck. Field experiment results indicated that plastic and wood mats, wood chips, and crushed limestone are capable of providing structural support to military traffic over the two subgrade conditions. The fiberglass mats, geofoam, and ECM geosynthetic were not capable of withstanding the applied traffic and are unsuitable for supporting substantial amounds of military traffic over the very soft subgrade conditions used in this experiment.
--Original contains color plates: All DTIC reproductions will be in black and white.</description><language>eng</language><subject>CHIPS(ELECTRONICS) ; Civil Engineering ; CONSTRUCTION ; CONSTRUCTION PLATFORMS ; CONTINGENCY PAVEMENTS ; EXPEDIENT ROADS ; EXPEDIENT SURFACINGS ; FIELD TESTS ; GEOSYNTHETICS ; LIMESTONE ; MILITARY VEHICLES ; Plastics ; ROADS ; SAND ; SOILS ; STRUCTURAL COMPONENTS ; STRUCTURAL GEOLOGY ; SUBGRADES ; SUPPORTS ; SYNTHETIC MATERIALS</subject><creationdate>2001</creationdate><rights>APPROVED FOR PUBLIC RELEASE</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,780,885,27566,27567</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/ADA393001$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Santoni, Rosa L</creatorcontrib><creatorcontrib>Smith, Carroll J</creatorcontrib><creatorcontrib>Tingle, Jeb S</creatorcontrib><creatorcontrib>Webster, Steve L</creatorcontrib><creatorcontrib>ENGINEER RESEARCH AND DEVELOPMENT CENTER VICKSBURG MS GEOTECHNICAL AND STRUCTURES LAB</creatorcontrib><title>Expedient Road Construction Over Soft Soils</title><description>This report describes field experiments conducted using a combination of crushed limestone, wood chips, sand, geosynthetics, fiberglass mats, plastic mats, and wood mats for expedient road construction over soft soils. Field sections were constructed and trafficked over two soft subgrades: a CBR less than 0.5 percent, and a CBR between 0.5 and 1.0 percent. Experiment items were trafficked with 2,000 passes of a 41,600-lb, 5-ton military truck. Field experiment results indicated that plastic and wood mats, wood chips, and crushed limestone are capable of providing structural support to military traffic over the two subgrade conditions. The fiberglass mats, geofoam, and ECM geosynthetic were not capable of withstanding the applied traffic and are unsuitable for supporting substantial amounds of military traffic over the very soft subgrade conditions used in this experiment.
--Original contains color plates: All DTIC reproductions will be in black and white.</description><subject>CHIPS(ELECTRONICS)</subject><subject>Civil Engineering</subject><subject>CONSTRUCTION</subject><subject>CONSTRUCTION PLATFORMS</subject><subject>CONTINGENCY PAVEMENTS</subject><subject>EXPEDIENT ROADS</subject><subject>EXPEDIENT SURFACINGS</subject><subject>FIELD TESTS</subject><subject>GEOSYNTHETICS</subject><subject>LIMESTONE</subject><subject>MILITARY VEHICLES</subject><subject>Plastics</subject><subject>ROADS</subject><subject>SAND</subject><subject>SOILS</subject><subject>STRUCTURAL COMPONENTS</subject><subject>STRUCTURAL GEOLOGY</subject><subject>SUBGRADES</subject><subject>SUPPORTS</subject><subject>SYNTHETIC MATERIALS</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>2001</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNrjZNB2rShITclMzStRCMpPTFFwzs8rLikqTS7JzM9T8C9LLVIIzk8rARKZOcU8DKxpiTnFqbxQmptBxs01xNlDN6UkMzm-uCQzL7Uk3tHF0djS2MDA0JiANACzlCZH</recordid><startdate>200105</startdate><enddate>200105</enddate><creator>Santoni, Rosa L</creator><creator>Smith, Carroll J</creator><creator>Tingle, Jeb S</creator><creator>Webster, Steve L</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>200105</creationdate><title>Expedient Road Construction Over Soft Soils</title><author>Santoni, Rosa L ; Smith, Carroll J ; Tingle, Jeb S ; Webster, Steve L</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA3930013</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>2001</creationdate><topic>CHIPS(ELECTRONICS)</topic><topic>Civil Engineering</topic><topic>CONSTRUCTION</topic><topic>CONSTRUCTION PLATFORMS</topic><topic>CONTINGENCY PAVEMENTS</topic><topic>EXPEDIENT ROADS</topic><topic>EXPEDIENT SURFACINGS</topic><topic>FIELD TESTS</topic><topic>GEOSYNTHETICS</topic><topic>LIMESTONE</topic><topic>MILITARY VEHICLES</topic><topic>Plastics</topic><topic>ROADS</topic><topic>SAND</topic><topic>SOILS</topic><topic>STRUCTURAL COMPONENTS</topic><topic>STRUCTURAL GEOLOGY</topic><topic>SUBGRADES</topic><topic>SUPPORTS</topic><topic>SYNTHETIC MATERIALS</topic><toplevel>online_resources</toplevel><creatorcontrib>Santoni, Rosa L</creatorcontrib><creatorcontrib>Smith, Carroll J</creatorcontrib><creatorcontrib>Tingle, Jeb S</creatorcontrib><creatorcontrib>Webster, Steve L</creatorcontrib><creatorcontrib>ENGINEER RESEARCH AND DEVELOPMENT CENTER VICKSBURG MS GEOTECHNICAL AND STRUCTURES LAB</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Santoni, Rosa L</au><au>Smith, Carroll J</au><au>Tingle, Jeb S</au><au>Webster, Steve L</au><aucorp>ENGINEER RESEARCH AND DEVELOPMENT CENTER VICKSBURG MS GEOTECHNICAL AND STRUCTURES LAB</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>Expedient Road Construction Over Soft Soils</btitle><date>2001-05</date><risdate>2001</risdate><abstract>This report describes field experiments conducted using a combination of crushed limestone, wood chips, sand, geosynthetics, fiberglass mats, plastic mats, and wood mats for expedient road construction over soft soils. Field sections were constructed and trafficked over two soft subgrades: a CBR less than 0.5 percent, and a CBR between 0.5 and 1.0 percent. Experiment items were trafficked with 2,000 passes of a 41,600-lb, 5-ton military truck. Field experiment results indicated that plastic and wood mats, wood chips, and crushed limestone are capable of providing structural support to military traffic over the two subgrade conditions. The fiberglass mats, geofoam, and ECM geosynthetic were not capable of withstanding the applied traffic and are unsuitable for supporting substantial amounds of military traffic over the very soft subgrade conditions used in this experiment.
--Original contains color plates: All DTIC reproductions will be in black and white.</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | eng |
| recordid | cdi_dtic_stinet_ADA393001 |
| source | DTIC Technical Reports |
| subjects | CHIPS(ELECTRONICS) Civil Engineering CONSTRUCTION CONSTRUCTION PLATFORMS CONTINGENCY PAVEMENTS EXPEDIENT ROADS EXPEDIENT SURFACINGS FIELD TESTS GEOSYNTHETICS LIMESTONE MILITARY VEHICLES Plastics ROADS SAND SOILS STRUCTURAL COMPONENTS STRUCTURAL GEOLOGY SUBGRADES SUPPORTS SYNTHETIC MATERIALS |
| title | Expedient Road Construction Over Soft Soils |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-11T02%3A15%3A55IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-dtic_1RU&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=unknown&rft.btitle=Expedient%20Road%20Construction%20Over%20Soft%20Soils&rft.au=Santoni,%20Rosa%20L&rft.aucorp=ENGINEER%20RESEARCH%20AND%20DEVELOPMENT%20CENTER%20VICKSBURG%20MS%20GEOTECHNICAL%20AND%20STRUCTURES%20LAB&rft.date=2001-05&rft_id=info:doi/&rft_dat=%3Cdtic_1RU%3EADA393001%3C/dtic_1RU%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true |